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1

Depositional environment of the Middle Pennsylvanian granite wash: Lambert 1, Hryhor, and Sundance fields, northern Palo Duro basin, Oldham County, Texas  

E-Print Network (OSTI)

, electric logs, drill stem tests, dip logs, and seismic records. Five granite wash fields have been discovered adjacent to the Bravo Dome in Oldham County, Texas; the Lambert 'I, Hryhor, Sundance, Pond, and Brandi. The section at Lambert 1, Hryhor..., electric logs, drill stem tests, dip logs, and seismic records. Five granite wash fields have been discovered adjacent to the Bravo Dome in Oldham County, Texas; the Lambert 'I, Hryhor, Sundance, Pond, and Brandi. The section at Lambert 1, Hryhor...

Wharton, Amy Laura

2012-06-07T23:59:59.000Z

2

Wash  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Wash ingt on, DC 20585 November 1,2010 Mr. Ron Murphree, Chair Oak Ridge Site-Specific Advisory Board P.O. Box 2001, MS-7604 Oak Ridge, Tennessee 37831 Dear Mr. Murphree: Thank you...

3

granite  

Office of Legacy Management (LM)

Granite City, Illinois, Site (formerly the Granite City Granite City, Illinois, Site (formerly the Granite City Steel site) is located at 1417 State Street, approxi- mately 10 miles northeast of St. Louis, Missouri. The site consists of the Betatron Building, a two-story concrete and metal building. From 1958 to 1966, General Steel Castings Cor- poration, under purchase orders from Mallinckrodt Chemical Works, X-rayed uranium ingots in the Betatron Building to detect metallurgical flaws in the uranium metal. This work was performed for the U.S. Atomic Energy Commission (AEC), a predecessor agency of the U.S. Department of Energy (DOE). At completion of the AEC activities, the site was remediated to comply with radiological protection standards in effect at the time. In 1989, Oak Ridge National Laboratory (ORNL) conducted radiological surveys at the Granite City

4

granite  

Office of Legacy Management (LM)

Granite City, Illinois, Site is located at 1417 State Granite City, Illinois, Site is located at 1417 State Street, approximately 10 miles northeast of St. Louis, Missouri. The site consists of the Betatron Building, a two-story concrete and metal building. From 1958 to 1966, General Steel Castings Cor- poration, under purchase orders from Mallinckrodt Chemical Works, x-rayed uranium ingots in the Betatron Building to detect metallurgical flaws in

5

WASH-  

Office of Legacy Management (LM)

rcc.p,anc. 01 thts arf~cle. tha rcc.p,anc. 01 thts arf~cle. tha yubl~rhe, "r ~u~~iunl riknouu~adqnS the U.S. C;ov.rnmmnf' s rayhr (0 retam l nOn*aClulive.roy~ltV (r-0 ltconso In ma IO Dny Copvrlqhl WASH- covrrm~ the wtvdo. ISADIOLOGICAL SURVEY OF THE SEAWAY INDUSTRIAL PARK W . D. Cottrell, R. W . Leggett and H. W . Dickson Health Physics Division, Oak Ridge National Laboratory Oak Ridge, Tennessee 37830 December 1976 CONTENTS l&t of Tab1 es - . . . List of Illustrations . . Abstract . . . . . . Introduction . . . . ............ ............ ............ ............ Radiological Survey Techniques . . . . . . 1 . . Measurement of External Gamma and Beta-Gamma Radiation Levels . . . . . . . . . . . . Measurement of Radium in the Soil . . . . . . Measurement of Radioactivity in Surface Water

6

Goldendale, Wash.  

NLE Websites -- All DOE Office Websites (Extended Search)

Big Eddy Substation near The Dalles, Ore., to a new substation about four miles northwest of Goldendale, Wash. BPA is currently proposing three alternative routes as well as the...

7

Category:Amarillo, TX | Open Energy Information  

Open Energy Info (EERE)

Amarillo, TX Amarillo, TX Jump to: navigation, search Go Back to PV Economics By Location Media in category "Amarillo, TX" The following 16 files are in this category, out of 16 total. SVFullServiceRestaurant Amarillo TX CPS Energy.png SVFullServiceRestauran... 62 KB SVHospital Amarillo TX CPS Energy.png SVHospital Amarillo TX... 66 KB SVLargeHotel Amarillo TX CPS Energy.png SVLargeHotel Amarillo ... 61 KB SVLargeOffice Amarillo TX CPS Energy.png SVLargeOffice Amarillo... 59 KB SVMediumOffice Amarillo TX CPS Energy.png SVMediumOffice Amarill... 62 KB SVMidriseApartment Amarillo TX CPS Energy.png SVMidriseApartment Ama... 61 KB SVOutPatient Amarillo TX CPS Energy.png SVOutPatient Amarillo ... 60 KB SVPrimarySchool Amarillo TX CPS Energy.png SVPrimarySchool Amaril... 61 KB SVQuickServiceRestaurant Amarillo TX CPS Energy.png

8

EIS-0412: TX Energy, LLC, Industrial Gasification Facility Near...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

2: TX Energy, LLC, Industrial Gasification Facility Near Beaumont, TX EIS-0412: TX Energy, LLC, Industrial Gasification Facility Near Beaumont, TX February 18, 2009 EIS-0412:...

9

US WSC TX Site Consumption  

U.S. Energy Information Administration (EIA) Indexed Site

WSC TX WSC TX Site Consumption million Btu $0 $500 $1,000 $1,500 $2,000 $2,500 US WSC TX Expenditures dollars ALL ENERGY average per household (excl. transportation) 0 4,000 8,000 12,000 16,000 US WSC TX Site Consumption kilowatthours $0 $500 $1,000 $1,500 $2,000 US WSC TX Expenditures dollars ELECTRICITY ONLY average per household * Texas households consume an average of 77 million Btu per year, about 14% less than the U.S. average. * Average electricity consumption per Texas home is 26% higher than the national average, but similar to the amount used in neighboring states. * The average annual electricity cost per Texas household is $1,801, among the highest in the nation, although similar to other warm weather states like Florida. * Texas homes are typically newer, yet smaller in size, than homes in other parts of

10

US WSC TX Site Consumption  

Gasoline and Diesel Fuel Update (EIA)

WSC TX WSC TX Site Consumption million Btu $0 $500 $1,000 $1,500 $2,000 $2,500 US WSC TX Expenditures dollars ALL ENERGY average per household (excl. transportation) 0 4,000 8,000 12,000 16,000 US WSC TX Site Consumption kilowatthours $0 $500 $1,000 $1,500 $2,000 US WSC TX Expenditures dollars ELECTRICITY ONLY average per household * Texas households consume an average of 77 million Btu per year, about 14% less than the U.S. average. * Average electricity consumption per Texas home is 26% higher than the national average, but similar to the amount used in neighboring states. * The average annual electricity cost per Texas household is $1,801, among the highest in the nation, although similar to other warm weather states like Florida. * Texas homes are typically newer, yet smaller in size, than homes in other parts of

11

Category:Houston, TX | Open Energy Information  

Open Energy Info (EERE)

TX TX Jump to: navigation, search Go Back to PV Economics By Location Media in category "Houston, TX" The following 16 files are in this category, out of 16 total. SVFullServiceRestaurant Houston TX Entergy Texas Inc..png SVFullServiceRestauran... 73 KB SVHospital Houston TX Entergy Texas Inc..png SVHospital Houston TX ... 74 KB SVLargeHotel Houston TX Entergy Texas Inc..png SVLargeHotel Houston T... 74 KB SVLargeOffice Houston TX Entergy Texas Inc..png SVLargeOffice Houston ... 74 KB SVMediumOffice Houston TX Entergy Texas Inc..png SVMediumOffice Houston... 78 KB SVMidriseApartment Houston TX Entergy Texas Inc..png SVMidriseApartment Hou... 77 KB SVOutPatient Houston TX Entergy Texas Inc..png SVOutPatient Houston T... 75 KB SVPrimarySchool Houston TX Entergy Texas Inc..png

12

Solvent wash solution  

DOE Patents (OSTI)

A process is claimed for removing diluent degradation products from a solvent extraction solution, which has been used to recover uranium and plutonium from spent nuclear fuel. A wash solution and the solvent extraction solution are combined. The wash solution contains (a) water and (b) up to about, and including, 50 vol % of at least one-polar water-miscible organic solvent based on the total volume of the water and the highly-polar organic solvent. The wash solution also preferably contains at least one inorganic salt. The diluent degradation products dissolve in the highly-polar organic solvent and the organic solvent extraction solvent do not dissolve in the highly-polar organic solvent. The highly-polar organic solvent and the extraction solvent are separated.

Neace, J.C.

1984-03-13T23:59:59.000Z

13

D&TX  

Office of Legacy Management (LM)

*. *. ( ARGONNE RATIONAL 1-Ci3ORATORY . 1 D&TX 7. my 19, 1349 70 t. Z. ROse at L, Em &=i*p~~4 DVur;uM hLl%L ?bvs -Lcs . FReti c. c. Fqpr an2 2. E. sulu+rr fis2 S*crep t & fbQ s-e: of the ?atagel DrFAm%un !! 1 0 * the >rt &Fz=z d t& &men of ScieJce & >&7*-z 4-q 2s'; %rZion 0C the ZLLS~~~ of Science a2 31~52-37 fo2 T&imcyyg c.=A+=< he-< - ,,a uas c:cgetes ALL 12, 1SL9. Z 0 sor;~~,-~-lioi! c.jme s 'm&-go& ~WC& c ",& d*cg&A c&.6 be ciS',&Ctti 03 2.q ZLS CC the 5iiUdi; 0~ eqt&-p*t ~-3 niq b the &-CT iq95, - < less Se&,-0~22 3 wels off tze b.ckm5n' ,e ueze t& 233 &,/zip fe pe*-se a?& coL&cs El5 less t&3 c. 5z/z fo- pcxabi beta-g+iis couxezs.

14

Soil washing technology evaluation  

SciTech Connect

Environmental Restoration Engineering (ERE) continues to review innovative, efficient, and cost effective technologies for SRS soil and/or groundwater remediation. As part of this effort, this technical evaluation provides review and the latest information on the technology for SRS soil remediation. Additional technology evaluation reports will be issued periodically to update these reports. The purpose of this report is to review the soil washing technology and its potential application to SRS soil remediation. To assess whether the Soil Washing technology is a viable option for SRS soil remediation, it is necessary to review the technology/process, technology advantages/limitations, performance, applications, and cost analysis.

Suer, A.

1995-04-01T23:59:59.000Z

15

Hand Washing vs Sanitizers  

NLE Websites -- All DOE Office Websites (Extended Search)

Hand Washing vs Sanitizers Hand Washing vs Sanitizers Name: allison Location: N/A Country: N/A Date: N/A Question: Which works better, antibacterial hand sanitizers, or just plain soap and water? Replies: Soap and water removes more than just bacteria. Soap and water is your best bet. Steve Sample For that answer I would direct you to a few web sites: www.cnn.com:80/health/9808/05/antibacterial.warning/index.html www.cnn.com:80/health/9909/16/killer.ap/index.html and www.microbe.org and go to the "wash up" icon. They have a whole section devoted to handwashing. Good luck Van Hoeck It depends on the need. For a surgeon hand sanitizers are essential, and they have to be applied correctly. There is a famous story of a surgeon who refused to use them because he was allergic to the substance, and he just washed his hands with soap vigorously, and of course used surgical gloves. Nevertheless, he infected several patients with Staphilocccus aureus, a bacteria that lives on the skin harmless, but that can cause severe infections in patients when it is helped entering the body through wounds. The surgeon was caught. So for serious disinfection (also when handling contaminated material) soap is not enough. It is for normal hand-cleaning.

16

Soil washing treatability study  

SciTech Connect

Soil washing was identified as a viable treatment process option for remediating soil at the FEMP Environmental Management Project (FEMP). Little information relative to the specific application and potential effectiveness of the soil washing process exists that applies to the types of soil at the FEMP. To properly evaluate this process option in conjunction with the ongoing FEMP Remedial Investigation/Feasibility Study (RI/FS), a treatability testing program was necessary to provide a foundation for a detailed technical evaluation of the viability of the process. In August 1991, efforts were initiated to develop a work plan and experimental design for investigating the effectiveness of soil washing on FEMP soil. In August 1992, the final Treatability Study Work Plan for Operable Unit 5: Soil Washing (DOE 1992) was issued. This document shall be referenced throughout the remainder of this report as the Treatability Study Work Plan (TSWP). The purpose of this treatability study was to generate data to support initial screening and the detailed analysis of alternatives for the Operable Unit 5 FS.

Krstich, M.

1995-12-01T23:59:59.000Z

17

Soil remediation using a coupled process: soil washing with surfactant followed by photo-Fenton oxidation  

Science Journals Connector (OSTI)

In the present work the use of a coupled process, soil washing and photo-Fenton oxidation, was investigated for remediation of a soil contaminated with p,p?-DDT (DDT) and p,p?-DDE (DDE), and a soil artificially contaminated with diesel. In the soil washing experiments, Triton X-100 (TX-100) aqueous solutions were used at different concentrations to obtain wastewaters with different compositions. Removal efficiencies of 66% (DDT), 80% (DDE) and 100% (diesel) were achieved for three sequential washings using a TX-100 solution strength equivalent to 12 times the effective critical micelle concentration of the surfactant (12 CMCeff). The wastewater obtained was then treated using a solar photo-Fenton process. After 6 h irradiation, 99, 95 and 100% degradation efficiencies were achieved for DDT, DDE and diesel, respectively. In all experiments, the concentration of dissolved organic carbon decreased by at least 95%, indicating that residual concentration of contaminants and/or TX-100 in the wastewater was very low. The co-extraction of metals was also evaluated. Among the metals analyzed (Pb, Cr, Ni, Cu, Cd, Mn and Co), only Cr and Mn were detected in the wastewater at concentrations above the maximum value permitted by current Brazilian legislation. The effective removal of contaminants from soil by the TX-100 washing process, together with the high degradation efficiency of the solar photo-Fenton process, suggests that this procedure could be a useful option for soil remediation.

Ricardo D. Villa; Alam G. Trovó; Raquel F. Pupo Nogueira

2010-01-01T23:59:59.000Z

18

Ultrasound enhanced soil washing  

SciTech Connect

The development of an ultrasonic enhanced soil-washing process requires a comprehensive, well-designed experimental program, with the results carefully analyzed on the basis of known ultrasonic cleaning mechanisms. There has been no systematic work carried out to develop information on the important variables that can affect the efficacy of ultrasonic enhancement of contaminant removal from soil. The goal of this study is to examine the potential of ultrasonic energy to enhance soil washing and to optimize conditions. Ultrasonic energy potentially can be used in enhancing contaminant removal from the entire soil mix, or it can be used as a polishing operation on the fines portion of the soil mixture after traditional soil washing operations. The research study was designed to demonstrate that ultrasonic energy can: improve process performance, e.g., remove contaminants to lower residual concentrations; and improve process economics, e.g., shorter treatment (residence) times, less surfactant use. This process was demonstrated using soil contaminated with polycyclic aromatic hydrocarbons.

Meegoda, J.; Ho, W.; Bhattacharajee, M.; Wei, C.F.; Cohen, D.M.; Magee, R.S. [New Jersey Inst. of Technology, Newark, NJ (United States); Frederick, R.M. [Environmental Protection Agency, Edison, NJ (United States)

1995-12-31T23:59:59.000Z

19

Variations ia Variscan Granites  

Science Journals Connector (OSTI)

... the compositional variations within the Caledonian belt, may both be attributed to variations in the geothermal gradient. In Nature Physical Science this week (April 2), he takes these studies ... studies a stage further by showing that the correlation within the belt between composition and geothermal gradient also applies to the Variscan granites.

1973-04-06T23:59:59.000Z

20

Freeport, TX Natural Gas LNG Imports (Price) From Nigeria (Dollars...  

U.S. Energy Information Administration (EIA) Indexed Site

Freeport, TX Natural Gas LNG Imports (Price) From Nigeria (Dollars per Thousand Cubic Feet) Freeport, TX Natural Gas LNG Imports (Price) From Nigeria (Dollars per Thousand Cubic...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


21

RAPID/Roadmap/19-TX-e | Open Energy Information  

Open Energy Info (EERE)

Desktop Toolkit BETA RAPID Toolkit About Bulk Transmission Geothermal Solar Resources Contribute Contact Us 19-TX-e Temporary Surface Water Permit 19-TX-e Temporary...

22

Comparison of alternative washing systems for heliostats  

SciTech Connect

Two methods have been proposed for washing heliostat mirrors in a solar central receiver facility. One method involves truck-mounted washing mechanisms continuously traversing the heliostat field, washing mirrors sequentially on a fixed schedule. The other concept involves a washing unit affixed to each heliostat, permitting near-simultaneous washing of all heliostats on demand. The former, scheduled washing system has the advantage of lower capital costs, while the latter, responsive system has more operational flexibility. Cost-benefit evaluation of the two systems, taking into account the random nature of rainfall patterns and soiling processes, indicates that the scheduled system is preferable.

Kerstein, A.

1981-04-01T23:59:59.000Z

23

New methodical developments for GRANIT  

SciTech Connect

New methodical developments for the GRANIT spectrometer address further improvements of the critical parameters of this experimental installation, as well as its applications to new fields of research. Keeping in mind an extremely small fraction of ultra cold neutrons (UCN) that could be bound in gravitational quantum states, we look for methods to increase statistics due to: developing UCN sources with maximum phase-space density, counting simultaneously a large fraction of neutrons using position-sensitive detectors, and decreasing detector backgrounds. Also we explore an eventual application of the GRANIT spectrometer beyond the scope of its initial goals, for instance, for reflectometry with UCN.

Baessler, Stefan [ORNL; Nesvizhevsky, V. [ Inst Max Von Laue Paul Langevin, F-38042 Grenoble 9, France; Toperverg, B [Ruhr University, Bochum, Germany; Zhernenkov, K. [Ruhr University, Bochum, Germany; Gagarski, A [Petersburg Nuclear Physics Institute, Gatchina, Russia; Lychagin, E [Joint Institute for Nuclear Research, Dubna, Russia; Muzychka, A [Joint Institute for Nuclear Research, Dubna, Russia; Strelkov, A [Joint Institute for Nuclear Research, Dubna, Russia; Mietke, A [Technische Universitat Dresden

2011-01-01T23:59:59.000Z

24

TX-100 manufacturing final project report.  

SciTech Connect

This report details the work completed under the TX-100 blade manufacturing portion of the Carbon-Hybrid Blade Developments: Standard and Twist-Coupled Prototype project. The TX-100 blade is a 9 meter prototype blade designed with bend-twist coupling to augment the mitigation of peak loads during normal turbine operation. This structural coupling was achieved by locating off axis carbon fiber in the outboard portion of the blade skins. The report will present the tooling selection, blade production, blade instrumentation, blade shipping and adapter plate design and fabrication. The baseline blade used for this project was the ERS-100 (Revision D) wind turbine blade. The molds used for the production of the TX-100 were originally built for the production of the CX-100 blade. The same high pressure and low pressure skin molds were used to manufacture the TX-100 skins. In order to compensate for the difference in skin thickness between the CX-100 and the TX-100, however, a new TX-100 shear web plug and mold were required. Both the blade assembly fixture and the root stud insertion fixture used for the CX-100 blades could be utilized for the TX-100 blades. A production run of seven TX-100 prototype blades was undertaken at TPI Composites during the month of October, 2004. Of those seven blades, four were instrumented with strain gauges before final assembly. After production at the TPI Composites facility in Rhode Island, the blades were shipped to various test sites: two blades to the National Wind Technology Center at the National Renewable Energy Laboratory in Boulder, Colorado, two blades to Sandia National Laboratory in Albuquerque, New Mexico and three blades to the United States Department of Agriculture turbine field test facility in Bushland, Texas. An adapter plate was designed to allow the TX-100 blades to be installed on existing Micon 65/13M turbines at the USDA site. The conclusion of this program is the kick-off of the TX-100 blade testing at the three testing facilities.

Ashwill, Thomas D.; Berry, Derek S. (TPI Composites, Inc., Warren, RI)

2007-11-01T23:59:59.000Z

25

Wash  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

September 9, 2013 September 9, 2013 DETERMINATION OF EXCEPTIONAL CIRCUMSTANCES UNDER THE BAYH-DOLE ACT FOR ENERGY EFFICIENCY, RENEWABLE ENERGY, AND ADVANCED ENERGY TECHNOLOGIES Under the Bayh-Dole Act, 35 U.S.C. §§ 200-12 ("Bayh-Dole"), Federal agencies may determine that "exceptional circumstances" exist such that a modification in the patent rights disposition provided under the Act would better promote its objectives. The Department of Energy ("DOE") has determined that exceptional circumstances exist for disposition of patent rights arising under research, development, demonstration, and market transformation projects involving energy efficiency, renewable energy, and advanced energy technologies as described in Title IX, Subtitles A through D of the Energy Policy Act of 2005 (42 U.S.C. 16191

26

Wash  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

SEP 1 5" 2009 SEP 1 5" 2009 MEMORANDUM FOR HEADS OF DEPARTMENTAL ELEMENTS FROM: RITA R. FRANKLIN ... 111 r:-J) A:)-- ACTING CHIEF Hu~ooiTAL OFFICER SUBJECT: REVISED PERSONNEL ACCOUNTABILITY FOR NON-COOP INCIDENTS This updates the attached previous memorandum on this subject in light of current pandemic planning and reporting needs. It changes the requirement from reporting only key employees who have a serious illness, which includes pandemic influenza, to all employees who have been diagnosed as suspected or confilmed with a contagious disease, including a pandemic influenza. Human Resources Offices and Headquarters Administrative Officers are to report these incidents directly to this office while contractors are to report them through their

27

Category:El Paso, TX | Open Energy Information  

Open Energy Info (EERE)

El Paso, TX El Paso, TX Jump to: navigation, search Go Back to PV Economics By Location Media in category "El Paso, TX" The following 16 files are in this category, out of 16 total. SVFullServiceRestaurant El Paso TX CPS Energy.png SVFullServiceRestauran... 60 KB SVHospital El Paso TX CPS Energy.png SVHospital El Paso TX ... 65 KB SVLargeHotel El Paso TX CPS Energy.png SVLargeHotel El Paso T... 60 KB SVLargeOffice El Paso TX CPS Energy.png SVLargeOffice El Paso ... 59 KB SVMediumOffice El Paso TX CPS Energy.png SVMediumOffice El Paso... 62 KB SVMidriseApartment El Paso TX CPS Energy.png SVMidriseApartment El ... 60 KB SVOutPatient El Paso TX CPS Energy.png SVOutPatient El Paso T... 60 KB SVPrimarySchool El Paso TX CPS Energy.png SVPrimarySchool El Pas... 61 KB SVQuickServiceRestaurant El Paso TX CPS Energy.png

28

Reservoir Characterization and Waterflood Performance Evaluation of Granite Wash Formation, Anadarko Basin  

E-Print Network (OSTI)

. The wells are stimulated by multi-stage hydraulic fracturing. The initial production gas-oil ratio is 1800 scf/stb and PVT reports indicate presence of an oil reservoir above bubble point pressure. PVT correlations show that the 42º API oil and potential...

Nilangekar, Akshay Anand

2014-05-08T23:59:59.000Z

29

Tank 241-TX-105 tank characterization plan  

SciTech Connect

This document is a plan which serves as the contractual agreement between the Characterization Program, Sampling Operations, WHC 222-S Laboratory, Oak Ridge National Laboratory, and PNL tank vapor program. The scope of this plan is to provide guidance for the sampling and analysis of vapor samples from tank 241-TX-105.

Carpenter, B.C.

1995-01-01T23:59:59.000Z

30

Clean Cities: Granite State Clean Cities coalition  

Alternative Fuels and Advanced Vehicles Data Center (EERE)

Granite State Clean Cities Coalition Granite State Clean Cities Coalition The Granite State Clean Cities coalition works with vehicle fleets, fuel providers, community leaders, and other stakeholders to reduce petroleum use in transportation. Granite State Clean Cities coalition Contact Information Dolores Rebolledo 603-271-6751 dolores.rebolledo@des.nh.gov Coalition Website Clean Cities Coordinator Dolores Rebolledo Photo of Dolores Rebolledo Dolores Rebolledo joined the New Hampshire Department of Environmental Services (DES) as the Granite State Clean Cities coalition coordinator in 2009. The Granite State Clean Cities coalition is a collaboration of 85 public and private stakeholders from all regions of New Hampshire. Rebolledo has 14 years of experience in program management. Prior to joining DES, she was employed by MSB Services as a program consultant and

31

RAPID/Roadmap/3-TX-a | Open Energy Information  

Open Energy Info (EERE)

has not identified geothermal resources on the land, then they must initiate the State Exploration Process. 3-TX-a.2 - Initiate State Exploration Process Green arrow.PNG 4-TX-a:...

32

RAPID/Roadmap/19-TX-b | Open Energy Information  

Open Energy Info (EERE)

while, groundwater rights belong to the surface owner and are dictated by the rule-of-capture. 19-TX-b.2 to 19-TX-b.4 - Is the Surface Water Use Temporary? Texas allows developers...

33

Status of the GRANIT facility  

E-Print Network (OSTI)

The GRANIT facility is a follow-up project, which is motivated by the recent discovery of gravitational quantum states of ultracold neutrons. The goal of the project is to approach the ultimate accuracy in measuring parameters of such quantum states and also to apply this phenomenon and related experimental techniques to a broad range of applications in particle physics as well as in surface and nanoscience studies. We overview the current status of this facility, the recent test measurements and the nearest prospects.

Damien Roulier; Francis Vezzu; Stefan Baessler; Benoît Clément; Daniel Morton; Valery Nesvizhevsky; Guillaume Pignol; Dominique Rebreyend

2014-10-06T23:59:59.000Z

34

Inhibition Of Washed Sludge With Sodium Nitrite  

SciTech Connect

This report describes the results of electrochemical tests used to determine the relationship between the concentration of the aggressive anions in washed sludge and the minimum effective inhibitor concentration. Sodium nitrate was added as the inhibitor because of its compatibility with the DWPF process. A minimum of 0.05M nitrite is required to inhibit the washed sludge simulant solution used in this study. When the worst case compositions and safety margins are considered, it is expected that a minimum operating limit of nearly 0.1M nitrite will be specified. The validity of this limit is dependent on the accuracy of the concentrations and solubility splits previously reported. Sodium nitrite additions to obtain 0.1M nitrite concentrations in washed sludge will necessitate the additional washing of washed precipitate in order to decrease its sodium nitrite inhibitor requirements sufficiently to remain below the sodium limits in the feed to the DWPF. Nitrite will be the controlling anion in "fresh" washed sludge unless the soluble chloride concentration is about ten times higher than predicted by the solubility splits. Inhibition of "aged" washed sludge will not be a problem unless significant chloride dissolution occurs during storage. It will be very important tomonitor the composition of washed sludge during processing and storage.

Congdon, J. W.; Lozier, J. S.

2012-09-25T23:59:59.000Z

35

CleanTX Foundation | Open Energy Information  

Open Energy Info (EERE)

CleanTX Foundation CleanTX Foundation Address 3925 W Braker Lane Place Austin, Texas Zip 78759 Region Texas Area Notes Promotes entrepreneurship in the field of clean technology, by providing educational forums, content, awareness and networking opportunities Website http://cleantx.org/ Coordinates 30.396989°, -97.735768° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":30.396989,"lon":-97.735768,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

36

DOE - Office of Legacy Management -- Sutton Steele and Steele Co - TX 09  

Office of Legacy Management (LM)

Sutton Steele and Steele Co - TX 09 Sutton Steele and Steele Co - TX 09 FUSRAP Considered Sites Site: SUTTON, STEELE & STEELE CO. (TX.09) Eliminated from consideration under FUSRAP Designated Name: Not Designated Alternate Name: Sutton, Steele & Steele, Inc. TX.09-1 Location: Dallas , Texas TX.09-1 Evaluation Year: 1993 TX.09-2 Site Operations: Conducted operations to separate Uranium shot by means of air float tables and conducted research to air classify C-Liner and C-Special materials. TX.09-1 TX.09-3 TX.09-4 TX.09-5 Site Disposition: Eliminated - Potential for contamination considered remote TX.09-2 Radioactive Materials Handled: Yes Primary Radioactive Materials Handled: Uranium TX.09-4 TX.09-5 Radiological Survey(s): Health and Safety Monitoring TX.09-4 TX.09-5 Site Status: Eliminated from consideration under FUSRAP

37

Hand Washing - HPMC Occupational Health Services  

NLE Websites -- All DOE Office Websites (Extended Search)

Awareness Cold and Flu Prevention Hand Washing Healthy Sleep Heat Stress Radon Signs of a Heart Attack Signs of a Stroke Distracted Driving Coping with Stress & Change Skin Cancer...

38

Price Liquefied Freeport, TX Natural Gas Exports Price to United...  

U.S. Energy Information Administration (EIA) Indexed Site

United Kingdom (Dollars per Thousand Cubic Feet) Price Liquefied Freeport, TX Natural Gas Exports Price to United Kingdom (Dollars per Thousand Cubic Feet) Decade Year-0 Year-1...

39

RAPID/Roadmap/3-TX-d | Open Energy Information  

Open Energy Info (EERE)

RAPID Regulatory and Permitting Information Desktop Toolkit BETA RAPID Toolkit About Bulk Transmission Geothermal Solar Tools Contribute Contact Us 3-TX-d Lease of Permanent...

40

RAPID/Roadmap/3-TX-g | Open Energy Information  

Open Energy Info (EERE)

RAPID Regulatory and Permitting Information Desktop Toolkit BETA RAPID Toolkit About Bulk Transmission Geothermal Solar Tools Contribute Contact Us 3-TX-g Lease of...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


41

RAPID/Roadmap/3-TX-i | Open Energy Information  

Open Energy Info (EERE)

construction plans on the leased asset; Permission for the representatives of TxDOT to enter the area for inspection, maintenance, or reconstruction of highway facilities as...

42

Acoustic Character Of Hydraulic Fractures In Granite  

E-Print Network (OSTI)

Hydraulic fractures in homogeneous granitic rocks were logged with conventional acoustic-transit-time, acoustic-waveform, and acoustic-televiewer logging systems. Fractured intervals ranged in depth from 45 to 570m. and ...

Paillet, Frederick I.

1983-01-01T23:59:59.000Z

43

Hanford Single Shell Tank Leak Causes and Locations - 241-TX Farm  

SciTech Connect

This document identifies 241-TX Tank Farm (TX Farm) leak causes and locations for the 100 series leaking tanks (241-TX-107 and 241-TX-114) identified in RPP-RPT-50870, Rev. 0, Hanford 241-TX Farm Leak Inventory Assessment Report. This document satisfies the TX Farm portion of the target (T04) in the Hanford Federal Facility Agreement and Consent Order milestone M-045-91F.

Girardot, C. L.; Harlow, D> G.

2014-07-22T23:59:59.000Z

44

Price of Freeport, TX Natural Gas LNG Imports from Other Countries...  

Annual Energy Outlook 2012 (EIA)

Price of Freeport, TX Natural Gas LNG Imports from Other Countries (Nominal Dollars per Thousand Cubic Feet) Price of Freeport, TX Natural Gas LNG Imports from Other Countries...

45

A spatially dependent model for washing wool  

Science Journals Connector (OSTI)

We analytically model the transport of dirt in the industrial washing of wool using the advection–diffusion equation in two dimensions. Separation of variables leads to a Sturm–Liouville problem where the analytic solution reveals how contamination is distributed both along and down the wool and indicates the operating parameter regimes that optimise the cleaning efficiency.

J.F. Caunce; S.I. Barry; G.N. Mercer

2008-01-01T23:59:59.000Z

46

Washing treatment of automotive shredder residue (ASR)  

Science Journals Connector (OSTI)

Abstract Worldwide, the amount of end-of-life vehicles (ELVs) reaches 50 million units per year. Once the ELV has been processed, it may then be shredded and sorted to recover valuable metals that are recycled in iron and steelmaking processes. The residual fraction, called automotive shredder residue (ASR), represents 25% of the ELV and is usually landfilled. In order to deal with the leachable fraction of ASR that poses a potential threat to the environment, a washing treatment before landfilling was applied. To assess the potential for full-scale application of washing treatment, tests were carried out in different conditions (L/S = 3 and 5 L/kgTS; t = 3 and 6 h). Moreover, to understand whether the grain size of waste could affect the washing efficiency, the treatment was applied to ground (<4 mm) and not-ground samples. The findings obtained revealed that, on average, washing treatment achieved removal rates of more than 60% for dissolved organic carbon (DOC), chemical oxygen demand (COD) and total Kjeldahl nitrogen (TKN). With regard to metals and chlorides, sulphates and fluoride leachable fraction, a removal efficiency of approximately 60% was obtained, as confirmed also by EC values. The comparison between the results for ground and not-ground samples did not highlight significant differences.

Raffaello Cossu; Tiziana Lai

2013-01-01T23:59:59.000Z

47

Soil Washing Potential of a Natural Surfactant  

Science Journals Connector (OSTI)

Soil Washing Potential of a Natural Surfactant ... The aqueous solubilities of hexachlorobenzene (HCB) and naphthalene in the natural surfactant solutions were found to vary linearly with the concentration of the surfactant showing trends comparable to that of typical com mercial surfactants. ...

D. Roy; R. R. Kommalapati; S. S. Mandava; K. T. Valsaraj; W. D. Constant

1997-02-27T23:59:59.000Z

48

EDF Industrial Power Services (TX), LLC | Open Energy Information  

Open Energy Info (EERE)

Power Services (TX), LLC Power Services (TX), LLC Jump to: navigation, search Name EDF Industrial Power Services (TX), LLC Place Texas Utility Id 56315 Utility Location Yes Ownership R NERC ERCOT Yes ISO Ercot Yes Activity Retail Marketing Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png No rate schedules available. Average Rates Industrial: $0.0394/kWh References ↑ "EIA Form EIA-861 Final Data File for 2010 - File1_a" Retrieved from "http://en.openei.org/w/index.php?title=EDF_Industrial_Power_Services_(TX),_LLC&oldid=410609" Categories: EIA Utility Companies and Aliases

49

RAPID/Roadmap/4-TX-a | Open Energy Information  

Open Energy Info (EERE)

4-TX-a State Exploration Process 04TXAStateExplorationProcess.pdf Click to View Fullscreen Permit Overview In Texas, geothermal exploration on state lands or lands with state...

50

Freeport, TX Liquefied Natural Gas Exports to Brazil (Million...  

Gasoline and Diesel Fuel Update (EIA)

to Brazil (Million Cubic Feet) Freeport, TX Liquefied Natural Gas Exports to Brazil (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 2,581 2014 2,664...

51

Freeport, TX Natural Gas Liquefied Natural Gas Imports from Egypt...  

Annual Energy Outlook 2012 (EIA)

Egypt (Million Cubic Feet) Freeport, TX Natural Gas Liquefied Natural Gas Imports from Egypt (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 2,969 -...

52

RAPID/Roadmap/11-TX-c | Open Energy Information  

Open Energy Info (EERE)

of the terms of the contract or permit. (NRC Sec. 191.053 and Sec. 191.054). 11-TX-c.20 - Conduct Survey All scientific investigations or recovery operations conducted under the...

53

RAPID/Roadmap/3-TX-b | Open Energy Information  

Open Energy Info (EERE)

and forfeiture of the application fee. 3-TX-b.7 - LeaseEasement The developer may not conduct any operations on the land prior to receiving a completed contract from the GLO....

54

,"TX, RRC District 4 Onshore Dry Natural Gas Proved Reserves...  

U.S. Energy Information Administration (EIA) Indexed Site

,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.gov" ,,"(202) 586-8800",,,"12292014 1:55:39 AM" "Back to Contents","Data 1: TX, RRC...

55

RAPID/Roadmap/19-TX-c | Open Energy Information  

Open Energy Info (EERE)

9-TX-c Surface Water Permit 19TXCSurfaceWaterPermit.pdf Click to View Fullscreen Permit Overview In Texas, the Texas Commission on Environmental Quality (TCEQ) issues surface water...

56

Price Liquefied Freeport, TX Natural Gas Exports Price to Japan...  

Gasoline and Diesel Fuel Update (EIA)

Japan (Dollars per Thousand Cubic Feet) Price Liquefied Freeport, TX Natural Gas Exports Price to Japan (Dollars per Thousand Cubic Feet) Decade Year-0 Year-1 Year-2 Year-3 Year-4...

57

Freeport, TX Exports to japan Liquefied Natural Gas (Million...  

U.S. Energy Information Administration (EIA) Indexed Site

japan Liquefied Natural Gas (Million Cubic Feet) Freeport, TX Exports to japan Liquefied Natural Gas (Million Cubic Feet) Decade Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6...

58

Record geothermal well drilled in hot granite  

Science Journals Connector (OSTI)

Record geothermal well drilled in hot granite ... Researchers there have completed the second of two of the deepest and hottest geothermal wells ever drilled. ... It may become the energy source for a small electrical generating power station serving nearby communities in New Mexico. ...

1981-09-07T23:59:59.000Z

59

100 Area Hanford soil washing treatability tests  

SciTech Connect

Soil washing laboratory tests performed at Hanford in support of 100 Area Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) feasibility studies included characterization of soils, physical separation, chemical extraction, and water treatment. Results to date show that < 20 % of the soil is finer than 0.25 mm ({minus}40 mesh). The highest concentration of {sup 60}Co, {sup 152}Eu, and {sup 137}Cs contaminants is generally associated with fine soil particles. However, measurable concentrations of contaminants were found in all sizes of soil particles. In initial testing, attrition scrubbing was generally sufficient to treat soils to meet selected performance levels for {sup 60}Co and {sup 152}Eu. However, more intense attrition scrubbing, autogenous grinding, or chemical extraction was required to enhance removal of {sup 137}Cs. Additional tests and assessment of the feasibility of using soil washing techniques are in progress.

Field, J.G.; Belden, R.D. [Westinghouse Hanford Co., Richland, WA (United States); Serne, R.J.; Mattigod, S.V.; Freeman, H.D. [Pacific Northwest Lab., Richland, WA (United States); Scheck, R.W. [Mactec/Dames and Moore (United States); Goller, E.D. [USDOE Richland Operations Office, WA (United States)

1993-09-01T23:59:59.000Z

60

Mr. Thomas Mahl Granite City Steel Company  

Office of Legacy Management (LM)

8&v/ 8&v/ Mr. Thomas Mahl Granite City Steel Company 20th and State Streets Granite City, IL 62040 Dear Mr. Mahl: This is to notify you that the U.S. Department of Energy (DOE) has designated your company's facility for remedial action as a part of the Formerly Utilized Sites Remedial Action Program. Remedial activities are managed by the DOE Oak Ridge Field Office, and Ms. Teresa Perry (615-576-8956) will be the site manager. As a result of the designation decision, Ms. Perry will be the appropriate point of contact in the future. If you have any questions, please call me at 301-903-8149. W. Alexander Williams, PhD Designation and Certification Manager Division of Off-Site Programs Office of Eastern Area Programs Office of Environmental Restoration

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


61

DOE - Office of Legacy Management -- Pantex Sewage Reservoir - TX 03  

Office of Legacy Management (LM)

Pantex Sewage Reservoir - TX 03 Pantex Sewage Reservoir - TX 03 FUSRAP Considered Sites Site: Pantex Sewage Reservoir (TX.03 ) Designated Name: Alternate Name: Location: Evaluation Year: Site Operations: Site Disposition: Radioactive Materials Handled: Primary Radioactive Materials Handled: Radiological Survey(s): Site Status: This site is one of a group of 77 FUSRAP considered sites for which few, if any records are available in their respective site files to provide an historical account of past operations and their relationship, if any, with MED/AEC operations. Reviews of contact lists, accountable station lists, health and safety records and other documentation of the period do not provide sufficient information to warrant further search of historical records for information on these sites. These site files remain "open" to

62

Biogenesis (trade name) soil washing technology: Innovative technology evaluation report  

SciTech Connect

Soil washing technologies are designed to transfer contaminants from soil to a liquid phase. The BioGenesis Soil Washing Technology uses soil washing with a proprietary surfactant solution to transfer organic contaminants from soils to wastewater. The BioGenesis soil washing process was evaluated under the SITE program at a refinery where soils were contaminated with crude oil. Results of chemical analyses show that levels of total recoverable petroleum hydrocarbons (TRPH), an indicator of degraded crude oil, decreased by 65 to 73 percent in washed soils. The TRPH in residual soils were allowed to biodegrade for an additional 120 days. Results indicate that soil washing and biodegradation removed 85 to 88 percent of TRPH in treated soils. The Innovative Technology Evaluation Report provides information on the technology applicability, economic analysis, technology limitations, a technology description, process residuals, site requirements, latest performance data, the technology status, vendors claims, and the source of further information.

Bannerjee, P.

1993-09-02T23:59:59.000Z

63

Development of a mobile heliostat mirror washing system  

SciTech Connect

This report describes the development, design and fabrication of an experimental system for washing heliostats. The economics of heliostat cleaning, the design requirements and the design and testing of the wash system are discussed. The heliostat wash system was designed to wash the heliostats located at the 10 MWe Central Receiver Pilot Plant located near Barstow, California. The plant, called Solar One, is a cooperative activity between the Department of Energy and the Associates: Southern California Edison, the Los Angeles Department of Water and Power, and the California Energy Commission. 12 figs., 4 tabs.

Not Available

1988-02-01T23:59:59.000Z

64

Granite Reliable Power | Open Energy Information  

Open Energy Info (EERE)

Reliable Power Reliable Power Jump to: navigation, search Name Granite Reliable Power Facility Granite Reliable Power Sector Wind energy Facility Type Commercial Scale Wind Facility Status In Service Owner Brookfield Renewable Energy Group Developer Brookfield Renewable Energy Group Energy Purchaser Green Mountain Power / Central Vermont Public Service / New England Power Pool Location Milan NH Coordinates 44.74039314°, -71.28376007° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":44.74039314,"lon":-71.28376007,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

65

DOE - Office of Legacy Management -- Granite2_FUSRAP  

Office of Legacy Management (LM)

Illinois Illinois Granite City, Illinois Site FUSRAP Site Granite Map Background-The Granite City Site, located in Granite City, Illinois, was remediated under the Formerly Utilized Sites Remedial Action Program (FUSRAP). FUSRAP was established in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission operations. History-In the late 1950s and early 1960s, two federal government-owned betatron particle accelerators were used at the Granite City Site to x-ray uranium metal ingots for the U.S. Atomic Energy Commission to check the quality of the metal and to detect metallurgical flaws before fabrication and machining were performed. In 1992, DOE designated the site for remediation under FUSRAP. Several

66

Simulation of soil washing with surfactants  

Science Journals Connector (OSTI)

A mathematical model of soil washing that incorporates the surfactant enhanced mobilization and solubilization of organic compounds was implemented using a finite difference compositional reservoir simulator. The primary objective of the model was identification of the contributions of the various mechanisms—water displacement, surfactant mobilization and dissolution—on the removal of organic contaminants from soil. Mobilization of the organic phase was described by a reduction in the residual oil saturation caused by decreased interfacial tension. Increased aqueous solubility of organic compounds due to solubilization by surfactant micelles was modeled assuming local equilibrium. Parameters for the model were obtained from experimental measurements and literature sources. The model was implemented in a two-dimensional, two-phase system. Experimental data from surfactant flushing of columns contaminated with automatic transmission fluid and a mixture of chlorinated organics were used to evaluate the performance of the model. In most cases, the predicted organic recoveries were found to agree well with experimental results. For the surfactant sodium dodecyl sulfate, mobilization of organic contaminants was the main recovery mechanism for both waste liquids modeled. The results suggest that complete dissolution of a contaminant nonaqueous phase, rather than mobilization and subsequent vertical migration, may be difficult to achieve at the surfactant concentrations studied.

Elaine P.S Cheah; Danny D Reible; Kalliat T Valsaraj; W.David Constant; Barry W Walsh; Louis J Thibodeaux

1998-01-01T23:59:59.000Z

67

Granite Springs Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Springs Geothermal Project Springs Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Granite Springs Geothermal Project Project Location Information Coordinates 40.1475°, -118.64861111111° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":40.1475,"lon":-118.64861111111,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

68

Granite Creek Geothermal Project | Open Energy Information  

Open Energy Info (EERE)

Geothermal Project Geothermal Project Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Development Project: Granite Creek Geothermal Project Project Location Information Coordinates 41.058611111111°, -117.22777777778° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":41.058611111111,"lon":-117.22777777778,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

69

Granite State Electric Co | Open Energy Information  

Open Energy Info (EERE)

Electric Co Electric Co Place New York Utility Id 26510 Utility Location Yes Ownership I NERC Location NPCC NERC NPCC Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] Energy Information Administration Form 826[2] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png No rate schedules available. Average Rates No Rates Available The following table contains monthly sales and revenue data for Granite State Electric Co (New Hampshire). Month RES REV (THOUSAND $) RES SALES (MWH) RES CONS COM REV (THOUSAND $) COM SALES (MWH) COM CONS IND_REV (THOUSAND $) IND SALES (MWH) IND CONS OTH REV (THOUSAND $) OTH SALES (MWH) OTH CONS TOT REV (THOUSAND $) TOT SALES (MWH) TOT CONS

70

txH2O: Volume 1, Number 1 (Complete)  

E-Print Network (OSTI)

OF DESALINATION ? SEDIMENT SETBACK ? PHOSPHORUS LOSS ? CLOUD SEEDING ? RAINWATER HARVESTING ? AND MUCH MORE! tx H 2 O Published by Texas Water Resources Institute Clint Wolfe Managing Editor Texas Water Resources Institute Steven Keating Art Director... Student Research Assessing Phosphorus Loss to Protect Surface Water The Sky is Falling Using cloud-seeding technology to produce rain Communicating Outcomes Collaboration leads to water conservation Live, Learn and Thrive RGBI team award presented at NMSU...

Texas Water Resources Institute

2005-01-01T23:59:59.000Z

71

Washing of soils spiked with various pollutants by surfactant solutions  

SciTech Connect

In this study, the batch-type of washing with surfactant solutions was employed for the treatment of soils artificially contaminated with various volatile organic compounds (VOCs), polycyclic aromatic hydrocarbons (PAHs), and heavy metals. 15 industrial grade surfactants were tested. Washing was conducing by adding surfactant solution to the soils and mixing for one hour, then centrifuging it and analyzing the supernatant. Deionized water was used for soil washing for comparison. Results indicated that deionized water performed as well as Surfactant No. 1 in washing VOC-contaminated soils. Therefore, it is concluded that the VOCs tested can be easily washed from soils by rain water. In washing PAH-contaminated soils, nonionic surfactants performed better than anionic surfactants in terms of removal efficiency. The amphoteric surfactant performed worst in washing PAH-contaminated soils. Generally, surfactants are useful in removing cadmium from soils, but are not useful for the removal of lead and copper. Amphoteric, anionic, and low pH cationic surfactants were the most effective of those tested. For PAH/heavy metals-contaminated soils, removal efficiencies were lower than that of soils containing a single contaminant.

Yang, G.C.C.; Chang, J.H. [National Sun Yat-Sen Univ., Kaohsiung (Taiwan, Province of China)

1995-12-31T23:59:59.000Z

72

Washing off intensification of cotton and wool fabrics by ultrasounds  

Science Journals Connector (OSTI)

Abstract Wet textile washing processes were set up for wool and cotton fabrics to evaluate the potential of ultrasound transducers (US) in improving dirt removal. The samples were contaminated with an emulsion of carbon soot in vegetable oil and aged for three hours in fan oven. Before washing, the fabrics were soaked for 3 min in a standard detergent solution and subsequently washed in a water bath. The dirt removal was evaluated through colorimetric measurements. The total color differences ?E of the samples were measured with respect to an uncontaminated fabric, before and after each washing cycle. The percentage of ?E variation obtained was calculated and correlated to the dirt removal. The results showed that the US transducers enhanced the dirt removal and temperature was the parameter most influencing the US efficiency on the cleaning process. Better results were obtained at a lower process temperature.

R. Peila; G. Actis Grande; M. Giansetti; S. Rehman; S. Sicardi; G. Rovero

2014-01-01T23:59:59.000Z

73

Design for dissemination of a low cost washing machine  

E-Print Network (OSTI)

Throughout much the developing world, laundry is done the same way today as it was thousands of years ago. The strenuous and time consuming task of clothes washing often falls on the women, who spend many hours every week ...

Raduta, Radu

2008-01-01T23:59:59.000Z

74

Kinetics ofin situ surfactant soil flushing at moderate washing conditions  

Science Journals Connector (OSTI)

Economicin situ soil flushing using common surfactants may be a good substitute for exhaustive, pressurized soil washing or bioremediation requiring high energy consumption or laborious technique. Two model surfactants

Daechul Cho; Hyun-Su Kim

2002-09-01T23:59:59.000Z

75

Optimizing a Washing Procedure To Mobilize Polycyclic Aromatic Hydrocarbons (PAHs) from a Field-Contaminated Soil  

Science Journals Connector (OSTI)

Soil washing was combined with surfactant regeneration and detoxification steps to generate innocuous products. ... Yet guidance in selecting surfactants for ex situ soil washing remains somewhat fragmentary. ...

Tao Yuan; William D. Marshall

2007-05-19T23:59:59.000Z

76

Use of antimicrobial agents in a novel cattle washing system  

E-Print Network (OSTI)

USE OF ANTIMICROBIAL AGENTS IN A NOVEL CATTLE WASHING SYSTEM A Thesis by BRIAN REED COVINGTON Submitted to thc Office of Graduate Studies of Texas ARM University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE... August 2001 Major Subject: Animal Science USE OF ANTIMICROBIAL AGENTS IN A NOVEL CATTLE WASHING SYSTEM A Thesis by BRIAN REED COVINGTON Submitted to Texas A&M University in partial fulfillment of the requtrements for the degree of MASTER...

Covington, Brian Reed

2012-06-07T23:59:59.000Z

77

Photoassisted degradation of pentachlorophenol in a simulated soil washing system containing nonionic surfactant Triton X-100 with La–B codoped TiO2 under visible and solar light irradiation  

Science Journals Connector (OSTI)

A novel method to remediate soil washing contaminants was developed through the utilization of La–B codoped TiO2 (La–B–TiO2) nanoparticle in the photocatalysis of a simulated complex system containing hydrophobic pentachlorophenol (PCP) and nonionic surfactant Triton X-100 (TX-100) under visible and solar light irradiation. The photocatalyst synthesized by the sol–gel hydrothermal process exhibited excellent visible light photocatalytic activity and a modified surface. The investigation of the adsorption kinetics and isotherms showed that the distribution of PCP between the catalyst surface and the bulk solution significantly depended on the initial TX-100 concentration (CTX-0). The formed superficial reactive monolayer at CTX-0 ranging from 0.023 to 0.23 mM by the dramatic hydrophobic interactions between the TX-100 moiety and hydrophobic sites on the La–B–TiO2 could remarkably capture the target pollutant. The PCP implanted into the hydrophobic space could be removed effectively in the photocatalysis process induced by visible and solar light, ascribing to the facile availability of PCP to the photo-yielded oxidative radicals on the La–B–TiO2 surface. Additionally, the preferential decomposition of the incorporated PCP, rather than the TX-100, facilitated the removal of the target contaminant and the recycling of the surfactant, which is beneficial to the practical application of this technique under mild and natural light sources.

J.W. Liu; R. Han; H.T. Wang; Y. Zhao; Z. Chu; H.Y. Wu

2011-01-01T23:59:59.000Z

78

GRR/Section 8-TX-b - ERCOT Interconnection | Open Energy Information  

Open Energy Info (EERE)

8-TX-b - ERCOT Interconnection 8-TX-b - ERCOT Interconnection < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 8-TX-b - ERCOT Interconnection 8-TX-b - ERCOT Interconnection Process.pdf Click to View Fullscreen Regulations & Policies PUCT Substantive Rule 25.198 Triggers None specified Click "Edit With Form" above to add content 8-TX-b - ERCOT Interconnection Process.pdf 8-TX-b - ERCOT Interconnection Process.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the procedures for interconnection with Electricity Reliability Council of Texas (ERCOT) in Texas. According to PUCT Substantive Rule 25.198, the responsibility for

79

GRR/Section 8-TX-c - Distributed Generation Interconnection | Open Energy  

Open Energy Info (EERE)

GRR/Section 8-TX-c - Distributed Generation Interconnection GRR/Section 8-TX-c - Distributed Generation Interconnection < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 8-TX-c - Distributed Generation Interconnection 8-TX-c - Distributed Generation Interconnection.pdf Click to View Fullscreen Contact Agencies Public Utility Commission of Texas Regulations & Policies PUCT Substantive Rule 25.211 PUCT Substantive Rule 25.212 Triggers None specified Click "Edit With Form" above to add content 8-TX-c - Distributed Generation Interconnection.pdf 8-TX-c - Distributed Generation Interconnection.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process for distributed generation (DG)

80

GRR/Section 3-TX-g - Lease of Relinquishment Act Lands | Open Energy  

Open Energy Info (EERE)

3-TX-g - Lease of Relinquishment Act Lands 3-TX-g - Lease of Relinquishment Act Lands < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-g - Lease of Relinquishment Act Lands 03-TX-g - Lease of Relinquishment Act Lands.pdf Click to View Fullscreen Triggers None specified Click "Edit With Form" above to add content 03-TX-g - Lease of Relinquishment Act Lands.pdf 03-TX-g - Lease of Relinquishment Act Lands.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of obtaining a geothermal lease on Relinquishment Act Lands in Texas. The Texas General Land Office (GLO) of Texas handles the leasing process on Relinquishment Act Lands through Title

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


81

Staubli TX-90XL robot qualification at the LLIHE.  

SciTech Connect

The Light Initiated High Explosive (LIHE) Facility uses a robotic arm to spray explosive material onto test items for impulse tests. In 2007, the decision was made to replace the existing PUMA 760 robot with the Staubli TX-90XL. A qualification plan was developed and implemented to verify the safe operating conditions and failure modes of the new system. The robot satisfied the safety requirements established in the qualification plan. A performance issue described in this report remains unresolved at the time of this publication. The final readiness review concluded the qualification of this robot at the LIHE facility.

Covert, Timothy Todd

2010-10-01T23:59:59.000Z

82

txH20: Volume 8, Number 2 (Complete)  

E-Print Network (OSTI)

Texas A&M AgriLife Research Texas A&M AgriLife Extension Service Texas A&M University College of Agriculture and Life Sciences Summer 2013 TECHNOLOGY & WATER Computer models, electron beams, irrigation efficiencies and more Kevin Wagner... Message from the Director Welcome to the Summer #31;#30;#29;#28; edition of txH#31;O. #27;is issue highlights technologies developed and enhanced by #27;e Texas A&M University System researchers to help the state meet its growing water and food needs...

Wythe, Kathy

2013-01-01T23:59:59.000Z

83

E-Print Network 3.0 - austin tx usa Sample Search Results  

NLE Websites -- All DOE Office Websites (Extended Search)

Austin Collection: Engineering 9 Updated 050411 First Name Last Name City State Country Cell Phone Home Phone Summary: Acosta Austin TX United States (512) 6574215 (512) 8262678...

84

Potential value extraction from TxDOT’s right of way and other property assets.  

E-Print Network (OSTI)

??Many Departments of Transportation (DOTs), including Texas Department of Transportation (TxDOT), have been challenged by inadequate funding from traditional federal and state fuel taxes, increasing… (more)

Paes, Thiago Mesquita

2012-01-01T23:59:59.000Z

85

TX Cnc as a Member of the Praesepe Open Cluster  

Science Journals Connector (OSTI)

We present B-, V-, and I-band CCD photometry of the W UMa-type binary system TX Cnc, which is a member star of the Praesepe open cluster. Based on the observations, new ephemeris and a revised photometric solution of the binary system were derived. Combined with the results of the radial velocity solution contributed by Pribulla et al., the absolute parameters of the system were determined. The mass, radius, and luminosity of the primary component are derived to be 1.35 ± 0.02 M ?, 1.27 ± 0.04 R ?, and 2.13 ± 0.11 L ?. Those for the secondary star are computed as 0.61 ± 0.01 M ?, 0.89 ± 0.03 R ?, and 1.26 ± 0.07 L ?, respectively. Based on these results, a distance modulus of (m – M) V = 6.34 ± 0.05 is determined for the star. It confirms the membership of TX Cnc to the Praesepe open cluster. The evolutionary status and the physical nature of the binary system are discussed compared with the theoretical model.

X. B. Zhang; L. Deng; P. Lu

2009-01-01T23:59:59.000Z

86

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 2005 Annual Report.  

SciTech Connect

This project monitored the daily passage of Chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon O. nerka smolts during the 2005 spring out-migration at migrant traps on the Snake River and Salmon River. In 2005 fish management agencies released significant numbers of hatchery Chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, the age-1 and older fish were distinguishable from wild fish by the occurrence of fin erosion. Age-0 Chinook salmon are more difficult to distinguish between wild and non-adclipped hatchery fish and therefore classified as unknown rearing. The total annual hatchery spring/summer Chinook salmon catch at the Snake River trap was 0.34 times greater in 2005 than in 2004. The wild spring/summer Chinook catch was 0.34 times less than the previous year. Hatchery steelhead trout catch was 0.67 times less than in 2004. Wild steelhead trout catch was 0.72 times less than the previous year. The Snake River trap collected 1,152 age-0 Chinook salmon of unknown rearing. During 2005, the Snake River trap captured 219 hatchery and 44 wild/natural sockeye salmon and 110 coho salmon O. kisutch of unknown rearing. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with flow. Trap operations began on March 6 and were terminated on June 3. The trap was out of operation for a total of one day due to heavy debris. FPC requested that the trap be restarted on June 15 through June 22 to collect and PIT tag age-0 Chinook salmon. Hatchery Chinook salmon catch at the Salmon River trap was 1.06 times greater and wild Chinook salmon catch was 1.26 times greater than in 2004. The hatchery steelhead trout collection in 2005 was 1.41 times greater and wild steelhead trout collection was 1.27 times greater than the previous year. Trap operations began on March 6 and were terminated on May 17 due to high flows. There were two days when the trap was taken out of service because of mechanical failure. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for passive integrated transponder (PIT) tagged Chinook salmon and steelhead trout marked at the Snake River trap were affected by discharge. Statistical analysis of 2005 data detected a relation between migration rate and discharge for hatchery Chinook but was unable to detect a relation for wild Chinook. The inability to detect a migration rate discharge relation for wild Chinook salmon was caused by a lack of data. For hatchery Chinook salmon there was a 1.8-fold increase in migration rate between 50 and 100 kcfs. For steelhead trout tagged at the Snake River trap, statistical analysis detected a significant relation between migration rate and lower Granite Reservoir inflow discharge. For hatchery and wild steelhead trout, there was a 2.2-fold and a 2.2-fold increase in migration rate, respectively, between 50 and 100 kcfs. Travel time and migration rate to Lower Granite Dam for fish marked at the Salmon River trap were calculated. Statistical analysis of the 2005 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge for hatchery Chinook salmon, wild Chinook salmon, hatchery steelhead trout, and wild steelhead trout. Migration rate increased 4.2-fold for hatchery Chinook salmon, 2.9-fold for wild Chinook salmon and 2.5-fold for hatchery steelhead, and 1.7-fold for wild steelhead as discharge increased between 50 kcfs and 100 kcfs. Fish tagged with PIT tags at the Snake River and Salmon River traps were interrogated at four dams with PIT tag detection systems (Lower Granite, Little Goose, Lower Monumental and McNary dams). Because of the addition of the fourth interrogation site (Lower Monumental) in 1993 and the installation of the Removable Spillway Weir at Lower Granite Dam in 2001, caution must be used in comparing cumulative interrogation data. Cumulative interrogations at the fo

Buettner, Edwin W.; Putnam, Scott A. [Idaho Department of Fish and Game

2009-02-18T23:59:59.000Z

87

Thanks, George Washington, for the Energy Efficient Washing Machine! |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Thanks, George Washington, for the Energy Efficient Washing Thanks, George Washington, for the Energy Efficient Washing Machine! Thanks, George Washington, for the Energy Efficient Washing Machine! February 20, 2012 - 5:00am Addthis Kristin Swineford Communication Specialist, Weatherization and Intergovernmental Programs For many of us, particularly those living east of the Mississippi river, President's Day weekend is not just a time to honor the birthday of our country's founding father, it's also the final escape from dreadfully cold and snowy days. However, those of us with pestering consumerist habits to feed always ensure our return to the metropolis by Monday, as the day is quickly taking on a new reputation: Second best shopping day of the year, after Black Friday. By now you're asking, "What does any of this have to do with energy

88

Thanks, George Washington, for the Energy Efficient Washing Machine! |  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Thanks, George Washington, for the Energy Efficient Washing Thanks, George Washington, for the Energy Efficient Washing Machine! Thanks, George Washington, for the Energy Efficient Washing Machine! February 20, 2012 - 5:00am Addthis Kristin Swineford Communication Specialist, Weatherization and Intergovernmental Programs For many of us, particularly those living east of the Mississippi river, President's Day weekend is not just a time to honor the birthday of our country's founding father, it's also the final escape from dreadfully cold and snowy days. However, those of us with pestering consumerist habits to feed always ensure our return to the metropolis by Monday, as the day is quickly taking on a new reputation: Second best shopping day of the year, after Black Friday. By now you're asking, "What does any of this have to do with energy

89

Soil washing results for mixed waste pond soils at Hanford  

SciTech Connect

Soil washing technology was assessed as a means for remediating soil contaminated with mixed wastes primarily composed of heavy metals and radionuclides. The soils at the US Department of Energy's Hanford Site are considered suitable for soil washing because of their relatively low quantities of silt and clay. However, in a limited number of soil washing experiments using soils from different locations in the north pond of the 300 Area, the degree of decontamination achieved for the coarse fraction of the soil varied considerably. Part of this variation appears to be due to the presence of a discrete layer of contaminated sediment found in some of the samples. 7 refs., 2 figs., 4 tabs.

Gerber, M.A.

1991-09-01T23:59:59.000Z

90

Midea Washing Appliance: Proposed Penalty (2011-CE-1903) | Department of  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Proposed Penalty (2011-CE-1903) Proposed Penalty (2011-CE-1903) Midea Washing Appliance: Proposed Penalty (2011-CE-1903) April 22, 2011 DOE alleged in a Notice of Proposed Civil Penalty that Midea Washing Appliances Mfg. Co., Ltd. failed to certify a variety of dishwashers as compliant with the applicable water and energy conservation standards. DOE regulations require a manufacturer (which includes importers) to submit reports certifying that its products have been tested and meet the applicable water and energy conservation standards. This civil penalty notice advises the company of the potential penalties and DOE's administrative process, including the company's right to a hearing. Midea: Proposed Penalty (2011-CE-1903) More Documents & Publications Midea Washing Appliance: Order (2011-CE-1903)

91

Enhanced Inactivation of Salmonella and Pseudomonas Biofilms on Stainless Steel by Use of T-128, a Fresh-Produce Washing Aid, in Chlorinated Wash Solutions  

Science Journals Connector (OSTI)

...surface, niches of washing machines, or tanks...the presence of soil with organic matter...T-128, as a washing aid, enhances the...to low pH and the surfactant action of polyethylene...shows that the surfactant component in T-128...stainless steel during washing. The purple-stained...

Cangliang Shen; Yaguang Luo; Xiangwu Nou; Gary Bauchan; Bin Zhou; Qin Wang; Patricia Millner

2012-06-29T23:59:59.000Z

92

100 Area soil washing bench-scale test procedures  

SciTech Connect

This document describes methodologies and procedures for conducting soil washing treatability tests in accordance with the 100 Area Soil Washing Treatability Test Plan (DOE-RL 1992, Draft A). The objective of this treatability study is to evaluate the use of physical separation systems and chemical extraction methods as a means of separating chemically and radioactively contaminated soil fractions from uncontaminated soil fractions. These data will be primarily used for determining feasibility of the individual unit operations and defining the requirements for a system, or systems, for pilot-scale testing.

Freeman, H.D.; Gerber, M.A.; Mattigod, S.V.; Serne, R.J.

1993-03-01T23:59:59.000Z

93

EA-1801: Granite Reliable Power Wind Park Project in Coos County...  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

01: Granite Reliable Power Wind Park Project in Coos County, NH EA-1801: Granite Reliable Power Wind Park Project in Coos County, NH June 25, 2010 EA-1801: Final Environmental...

94

E-Print Network 3.0 - alkaline a-type granites Sample Search...  

NLE Websites -- All DOE Office Websites (Extended Search)

granites of the Lachlan Fold Belt... ) experimentally determined the stability of titanite and fluorite in the A-type Mount Scott Granite, Oklahoma... and origin of A-type...

95

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 2004 Annual Report.  

SciTech Connect

This project monitored the daily passage of Chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon O. nerka smolts during the 2004 spring out-migration at migrant traps on the Snake River and Salmon River. In 2004 fish management agencies released significant numbers of hatchery Chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, these fish were distinguishable from wild fish by the occurrence of fin erosion. Total annual hatchery Chinook salmon catch at the Snake River trap was 1.1 times greater in 2004 than in 2003. The wild Chinook catch was 1.1 times greater than the previous year. Hatchery steelhead trout catch was 1.2 times greater than in 2003. Wild steelhead trout catch was 1.6 times greater than the previous year. The Snake River trap collected 978 age-0 Chinook salmon of unknown rearing. During 2004, the Snake River trap captured 23 hatchery and 18 wild/natural sockeye salmon and 60 coho salmon O. kisutch of unknown rearing. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with flow. Trap operations began on March 7 and were terminated on June 4. The trap was out of operation for a total of zero days due to mechanical failure or debris. Hatchery Chinook salmon catch at the Salmon River trap was 10.8% less and wild Chinook salmon catch was 19.0% less than in 2003. The hatchery steelhead trout collection in 2004 was 20.0% less and wild steelhead trout collection was 22.3% less than the previous year. Trap operations began on March 7 and were terminated on May 28 due to high flows. There were two days when the trap was taken out of service because wild Chinook catch was very low, hatchery Chinook catch was very high, and the weekly quota of PIT tagged hatchery Chinook had been met. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for PIT-tagged Chinook salmon and steelhead trout marked at the Snake River trap were affected by discharge. Statistical analysis of 2004 data detected a relation between migration rate and discharge for wild Chinook salmon but was unable to detect a relation for hatchery Chinook. The inability to detect a migration rate discharge relation for hatchery Chinook salmon was caused by age-0 fall Chinook being mixed in with the age 1 Chinook. Age-0 fall Chinook migrate much slower than age-1 Chinook, which would confuse the ability to detect the migration rate discharge relation. When several groups, which consisted of significant numbers of age-0 Chinook salmon, were removed from the analysis a relation was detected. For hatchery and wild Chinook salmon there was a 2.8-fold and a 2.4-fold increase in migration rate, respectively, between 50 and 100 kcfs. For steelhead trout tagged at the Snake River trap, statistical analysis detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge. For hatchery and wild steelhead trout, there was a 2.3-fold and a 2.0-fold increase in migration rate, respectively, between 50 and 100 kcfs. Travel time and migration rate to Lower Granite Dam for fish marked at the Salmon River trap were calculated. Statistical analysis of the 2004 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge for hatchery Chinook salmon, wild Chinook salmon and hatchery steelhead trout. Not enough data were available to perform the analysis for wild steelhead trout. Migration rate increased 7.0-fold for hatchery Chinook salmon, 4.7-fold for wild Chinook salmon and 3.8-fold for hatchery steelhead as discharge increased between 50 kcfs and 100 kcfs. Fish tagged with passive integrated transponder (PIT) tags at the Snake River and Salmon River traps were interrogated at four dams with PIT tag detection systems (Lower Granite, Little Goose, Lower Monumental, and McNary dams). Because of the addition of the fourth interrogation site (Lower Monume

Buettner, Edwin W.; Putnam, Scott A. [Idaho Department of Fish and Game

2009-02-18T23:59:59.000Z

96

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 2002 Annual Report.  

SciTech Connect

This project monitored the daily passage of Chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon smolts O. nerka during the 2002 spring out-migration at migrant traps on the Snake River and Salmon River. In 2002 fish management agencies released significant numbers of hatchery Chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, these fish were distinguishable from wild fish by the occurrence of fin erosion. Total annual hatchery Chinook salmon catch at the Snake River trap was 11.4 times greater in 2002 than in 2001. The wild Chinook catch was 15.5 times greater than the previous year. Hatchery steelhead trout catch was 2.9 times greater than in 2001. Wild steelhead trout catch was 2.8 times greater than the previous year. The Snake River trap collected 3,996 age-0 Chinook salmon of unknown rearing. During 2002, the Snake River trap captured 69 hatchery and 235 wild/natural sockeye salmon and 114 hatchery coho salmon O. kisutch. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with flow. The significant increase in catch in 2002 was due to a 3.1 fold increase in hatchery Chinook production and a more normal spring runoff. Trap operations began on March 10 and were terminated on June 7. The trap was out of operation for a total of four days due to mechanical failure or debris. Hatchery Chinook salmon catch at the Salmon River trap was 4.2 times greater and wild Chinook salmon catch was 2.4 times greater than in 2001. The hatchery steelhead trout collection in 2002 was 81% of the 2001 numbers. Wild steelhead trout collection in 2002 was 81% of the previous year's catch. Trap operations began on March 10 and were terminated on May 29 due to high flows. The trap was out of operation for four days due to high flow or debris. The increase in hatchery Chinook catch in 2002 was due to a 3.1 fold increase in hatchery production and differences in flow between years. Changes in hatchery and wild steelhead catch are probably due to differences in flow between years. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for PIT-tagged Chinook salmon and steelhead trout marked at the Snake River trap were affected by discharge. Statistical analysis of 2002 data detected a relation between migration rate and discharge for hatchery and wild Chinook salmon. For hatchery and wild Chinook salmon there was a 4.7-fold and a 3.7-fold increase in migration rate, respectively, between 50 and 100 kcfs. For steelhead trout tagged at the Snake River trap, statistical analysis detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge. For hatchery and wild steelhead trout, there was a 1.8-fold and a 1.7-fold increase in migration rate, respectively, between 50 and 100 kcfs. Travel time and migration rate to Lower Granite Dam for fish marked at the Salmon River trap were calculated. Statistical analysis of the 2002 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge for wild Chinook salmon and hatchery steelhead trout. The analysis was unable to detect a relation between migration rate and discharge for hatchery Chinook salmon. The lack of a detectable relation was probably a result of the migration rate data being spread over a very narrow range of discharge. Not enough data were available to perform the analysis for wild steelhead trout. Migration rate increased 4.3-fold for wild Chinook salmon and 2.2-fold for hatchery steelhead between 50 kcfs and 100 kcfs. Fish tagged with passive integrated transponder (PIT) tags at the Snake River trap were interrogated at four dams with PIT tag detection systems (Lower Granite, Little Goose, Lower Monumental, and McNary dams). Because of the addition of the fourth interrogation site (Lower Monumental) in 1993 and the installation of the Removable Spillway Weir at

Buettner, Edwin W.; Putnam, Scott A. [Idaho Department of Fish and Game

2009-02-18T23:59:59.000Z

97

CX-100 and TX-100 blade field tests.  

SciTech Connect

In support of the DOE Low Wind Speed Turbine (LWST) program two of the three Micon 65/13M wind turbines at the USDA Agricultural Research Service (ARS) center in Bushland, Texas will be used to test two sets of experimental blades, the CX-100 and TX-100. The blade aerodynamic and structural characterization, meteorological inflow and wind turbine structural response will be monitored with an array of 75 instruments: 33 to characterize the blades, 15 to characterize the inflow, and 27 to characterize the time-varying state of the turbine. For both tests, data will be sampled at a rate of 30 Hz using the ATLAS II (Accurate GPS Time-Linked Data Acquisition System) data acquisition system. The system features a time-synchronized continuous data stream and telemetered data from the turbine rotor. This paper documents the instruments and infrastructure that have been developed to monitor these blades, turbines and inflow.

Holman, Adam (USDA-Agriculture Research Service, Bushland, TX); Jones, Perry L.; Zayas, Jose R.

2005-12-01T23:59:59.000Z

98

GRR/Section 13-TX-a - State Land Use Assessment | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 13-TX-a - State Land Use Assessment GRR/Section 13-TX-a - State Land Use Assessment < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 13-TX-a - State Land Use Assessment 13-TX-a - State Land Use Assessment.pdf Click to View Fullscreen Contact Agencies Texas General Land Office Regulations & Policies Open Beaches Act Dune Protection Act Beach Dune Rules Triggers None specified Click "Edit With Form" above to add content 13-TX-a - State Land Use Assessment.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative The Texas General Land Office (GLO) is in charge of making sure construction on the Texas coast that affects the beach and dunes is

99

GRR/Section 3-TX-e - Lease of Texas Parks & Wildlife Department Land | Open  

Open Energy Info (EERE)

TX-e - Lease of Texas Parks & Wildlife Department Land TX-e - Lease of Texas Parks & Wildlife Department Land < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-e - Lease of Texas Parks & Wildlife Department Land 03-TX-e - Lease of Texas Parks & Wildlife Department Land (1).pdf Click to View Fullscreen Triggers None specified Click "Edit With Form" above to add content 03-TX-e - Lease of Texas Parks & Wildlife Department Land (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of leasing Texas Parks & Wildlife Department (TPWD) land in Texas. The Texas General Land Office manages

100

GRR/Section 3-TX-d - Lease of Permanent School Fund Land | Open Energy  

Open Energy Info (EERE)

3-TX-d - Lease of Permanent School Fund Land 3-TX-d - Lease of Permanent School Fund Land < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-d - Lease of Permanent School Fund Land 03-TX-d - Lease of Public School Fund Land (1).pdf Click to View Fullscreen Triggers None specified Click "Edit With Form" above to add content 03-TX-d - Lease of Public School Fund Land (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of leasing Public School Fund (PSF) lands in Texas. The Texas General Land Office (GLO) oversees the leasing process for PSF lands through Title 31 of the Texas Administrative Code

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101

GRR/Section 19-TX-e - Temporary Surface Water Permit | Open Energy  

Open Energy Info (EERE)

-TX-e - Temporary Surface Water Permit -TX-e - Temporary Surface Water Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 19-TX-e - Temporary Surface Water Permit 19-TX-e Temporary Surface Water Permit.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 11.138 Triggers None specified Click "Edit With Form" above to add content 19-TX-e Temporary Surface Water Permit.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative In Texas, the Texas Commission on Environmental Quality (TCEQ), or in certain instances regional TCEQ offices or local Watermasters, issue

102

GRR/Section 3-TX-f - Lease of Land Trade Lands | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 3-TX-f - Lease of Land Trade Lands GRR/Section 3-TX-f - Lease of Land Trade Lands < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-f - Lease of Land Trade Lands 03-TX-f - Lease of Land Trade Lands.pdf Click to View Fullscreen Triggers None specified Click "Edit With Form" above to add content 03-TX-f - Lease of Land Trade Lands.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of leasing Land Trade Lands in Texas. The Texas General Land Office (GLO) administers leases on Land Trade Lands through Title 31 of the Texas Administrative Code Section 155.42.

103

Am/Cm Oxalate Precipitation and Washing Demonstration  

SciTech Connect

The purpose of this report is to discuss the findings of the Am/Cm Oxalate Precipitation and Washing Demonstration carried out at TNX during December 1995. This demonstration consisted of two steps: oxalate precipitation and precipitate washing. The first step reacted Am/Cm stimulant solution with oxalic acid resulting in the formation of insoluble lanthanide oxalates and soluble metal oxalates. The second step consisted of washing the precipitate with equal volumes of a nitric acid/oxalic acid solution to remove unwanted cations (miscellaneous metals) from the slurry. Quantitative results consist of: the solubility of the metallic impurities and lanthanide oxalates under process conditions, the settling rate of the oxalates, the specific volume of the oxalate precipitate, and the minimum distance the solution transfer jet can be place from the oxalate solids to prevent entrainment. Finally, discussion of how to decrease lanthanide losses is presented in terms of transfer jet location, initial nitric acid concentration, and wash nitric acid concentration. Solubilizing the precipitate and adjusting the nitric acid concentration prior to vitrification were not performed in this demonstration.

Beck, S.B.

1996-06-11T23:59:59.000Z

104

Modeling the two stages of surfactant-aided soil washing  

Science Journals Connector (OSTI)

This paper provides new insights into modelling the distribution of hydrophobic compounds between soil and water phases in the presence of nonionic surfactant micelles. Experimental measurements were made of various systems comprising a non-ionic surfactant, five soils of different fractional organic carbon contents, and a hydrophobic (disperse) dye. Soil-washing performance was quantified using reciprocal surfactant-soil solubilization coefficients (1/Kd). Two stages of partitioning were identified. In stage 1, the dye concentration increased slightly with increasing surfactant dose until surfactant monomers saturated the bulk solution at the critical micelle concentration (cmc). The washing performance was 1 : 1 proportional to the surfactant monomer concentration. Most of the surfactant in this stage is sorbed. In stage 2, above the cmc, soil-washing performance increased linearly with increasing available surfactant micelles in the bulk solution. Reciprocal surfactant-soil solubilization coefficients (1/Kd), octanol–water partition coefficients (Kow), fractional organic carbon content of the soil ( foc), and surfactant concentration were correlated for each stage in the soil-washing process using two simple equations.

W Chu; W.S So

2001-01-01T23:59:59.000Z

105

Soil washing: A preliminary assessment of its applicability to Hanford  

SciTech Connect

Soil washing is being considered for treating soils at the US Department of Energy's (DOE) Hanford Site. As a result of over 50 years of operations to produce plutonium for the US Department of Defense and research for DOE, soils in areas within the Site are contaminated with hazardous wastes and radionuclides. In the soil washing process, contaminated soil is mixed with a liquid and then physically and/or chemically treated to dissolve the contaminants into solution and/or concentrate them in a small fraction of the soil. The purpose of this procedure is to separate the contaminants from the bulk of the soil. The key to successful application is to match the types of contaminants and soil characteristics with physical-chemical methods that perform well under the existing conditions. The applicability of soil washing to Hanford Site contaminated soils must take into account both the characteristics of the oil and the type of contamination. Hanford soils typically contain up to 90% sand, gravel, and cobbles, which generally are favorable characteristics for soil washing. For example, in soil samples from the north pond in the 300 Area, 80% to 90% of the soil particles were larger than 250 {mu}m. The principal contaminants in the soil are radionuclides, heavy metals, and nitrate and sulfate salts. For most of the sites, organic contaminants are either not present or are found in very low concentration. 28 refs., 5 figs., 10 tabs.

Gerber, M A; Freeman, H D; Baker, E G; Riemath, W F

1991-09-01T23:59:59.000Z

106

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 2003 Annual Report.  

SciTech Connect

This project monitored the daily passage of Chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon O. nerka smolts during the 2003 spring out-migration at migrant traps on the Snake River and Salmon River. In 2003 fish management agencies released significant numbers of hatchery Chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, these fish were distinguishable from wild fish by the occurrence of fin erosion. Total annual hatchery Chinook salmon catch at the Snake River trap was 2.1 times less in 2003 than in 2002. The wild Chinook catch was 1.1 times less than the previous year. Hatchery steelhead trout catch was 1.7 times less than in 2002. Wild steelhead trout catch was 2.1 times less than the previous year. The Snake River trap collected 579 age-0 Chinook salmon of unknown rearing. During 2003, the Snake River trap captured five hatchery and 13 wild/natural sockeye salmon and 36 coho salmon O. kisutch of unknown rearing. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with flow. The significant differences in catch between 2003 and the previous year were due mainly to low flows during much of the trapping season and then very high flows at the end of the season, which terminated the trapping season 12 days earlier than in 2002. Trap operations began on March 9 and were terminated on May 27. The trap was out of operation for a total of zero days due to mechanical failure or debris. Hatchery Chinook salmon catch at the Salmon River trap was 16.8% less and wild Chinook salmon catch was 1.7 times greater than in 2002. The hatchery steelhead trout collection in 2003 was 5.6% less than in 2002. Wild steelhead trout collection was 19.2% less than the previous year. Trap operations began on March 9 and were terminated on May 24 due to high flows. There were zero days when the trap was out of operation due to high flow or debris. The decrease in hatchery Chinook catch in 2003 was partially due to differences in flow between years because there was a 5.9% increase in hatchery production in the Salmon River drainage in 2003. The decrease in hatchery steelhead catch may be partially due to a 13% decrease in hatchery production in the Salmon River drainage in 2003. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for PIT-tagged Chinook salmon and steelhead trout marked at the Snake River trap were affected by discharge. Statistical analysis of 2003 data detected a relation between migration rate and discharge for wild Chinook salmon but was unable to detect a relation for hatchery Chinook. The inability to detect a migration rate discharge relation for hatchery Chinook was probably caused by age 0 fall Chinook being mixed in with the age 1 Chinook. Age 0 fall Chinook migrate much slower than age 1 Chinook, which would confuse the ability to detect the migration rate discharge relation. For wild Chinook salmon there was a 1.4-fold increase in migration rate, respectively, between 50 and 100 kcfs. For steelhead trout tagged at the Snake River trap, statistical analysis detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge. For hatchery and wild steelhead trout, there was a 1.7-fold and a 1.9-fold increase in migration rate, respectively, between 50 and 100 kcfs. Travel time and migration rate to Lower Granite Dam for fish marked at the Salmon River trap were calculated. Statistical analysis of the 2003 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge for hatchery Chinook salmon, wild Chinook salmon and hatchery steelhead trout. Not enough data were available to perform the analysis for wild steelhead trout. Migration rate increased 14-fold for hatchery Chinook salmon, 8.3-fold for wild Chinook salmon and 2.4-fold for hatchery steelhead as discharge increased between 50 kcfs and

Buettner, Edwin W.; Putnam, Scott A. [Idaho Department of Fish and Game

2009-02-18T23:59:59.000Z

107

Uranium Mineralization and Granite Magmatism in the British Isles  

Science Journals Connector (OSTI)

...low initial Sr/ Sr ratio and high geothermal gradient. The standard deviation for...background' granite which produce hot rock districts may cause redistribution of uranium by...An extensive system of channels for heating and circulating water is necessary for...

1979-01-01T23:59:59.000Z

108

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 1998 Annual Report.  

SciTech Connect

This project monitored the daily passage of chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon smolts O. nerka, during the 1998 spring outmigration at migrant traps on the Snake and Salmon rivers. All hatchery chinook salmon released above Lower Granite Dam 19 1998 were marked with a fin-clip. Total annual hatchery chinook salmon catch at the Snake River trap was 226% of the 1997 number and 110% of the 1996 catch. The wild chinook catch was 120% of the 1997 catch but was only 93% of 1996. Hatchery steelhead trout catch was 501% of 1997 numbers but only 90% of the 1996 numbers. Wild steelhead trout catch was 569% of 1997 and 125% of the 1996 numbers. The Snake River trap collected 106 age-0 chinook salmon. During 1998, for the first time, the Snake River trap captured a significant number of hatchery sockeye salmon (1,552) and hatchery coho salmon O. kisutch (166). Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with high flows. Trap operations began on March 8 and were terminated for the season due to high flows on June 12. The trap was out of operation for 34 d during the season due to high flow and debris. Hatchery chinook salmon catch at the Salmon River trap was 476% and wild chinook salmon catch was 137% of 1997 numbers and 175% and 82% of 1996 catch, respectively. The hatchery steelhead trout collection in 1998 was 96% of the 1997 catch and 13% of the 1996 numbers. Wild steelhead trout collection in 1998 was 170% of the 1997 catch and 37% of the 1996 numbers. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for PIT-tagged chinook salmon and steelhead trout, marked at the head of the reservoir were affected by discharge. For fish tagged at the Snake River trap, statistical analysis of 1998 detected a significant relation between migration rate and discharge. For hatchery and wild chinook salmon there was a 2.0- and 2.6-fold increase in migration rate, respectively, between 50 and 100 thousands of cubic feet per second (kcfs). For hatchery steelhead trout there was a 2.6-fold increase in migration rate between 50 kcfs and 100 kcfs. For fish marked at the Salmon River trap, statistical analysis of the 1998 data detected a significant relation between migration rate and discharge for hatchery and wild chinook salmon hatchery and found a 3.3- and 2.6-fold increase in migration rate, respectively, between 50 and 100 kcfs. A significant relation between migration rate and discharge was not detected for hatchery steelhead trout. Insufficient numbers of wild steelhead trout were PIT-tagged at the Salmon River trap to estimate travel time and migration rate to Lower Granite Dam.

Buettner, Edwin W.; Brimmer, Arnold F.

2000-04-01T23:59:59.000Z

109

Removal of alkylphenols from polluted sites using surfactant-assisted soil washing and photocatalysis  

Science Journals Connector (OSTI)

Surfactant-assisted soil washing and photocatalysis are well-known remediation processes ... concern. The application of photocatalysis to treat soil washing extracts containing 4-methylphenol, 4-ethylphenol and....

Manuela Davezza; Debora Fabbri…

2011-06-01T23:59:59.000Z

110

COMPILATION OF LABORATORY SCALE ALUMINUM WASH AND LEACH REPORT RESULTS  

SciTech Connect

This report compiles and analyzes all known wash and caustic leach laboratory studies. As further data is produced, this report will be updated. Included are aluminum mineralogical analysis results as well as a summation of the wash and leach procedures and results. Of the 177 underground storage tanks at Hanford, information was only available for five individual double-shell tanks, forty-one individual single-shell tanks (e.g. thirty-nine 100 series and two 200 series tanks), and twelve grouped tank wastes. Seven of the individual single-shell tank studies provided data for the percent of aluminum removal as a function of time for various caustic concentrations and leaching temperatures. It was determined that in most cases increased leaching temperature, caustic concentration, and leaching time leads to increased dissolution of leachable aluminum solids.

HARRINGTON SJ

2011-01-06T23:59:59.000Z

111

Effect of Ultrasound on Surfactant-Aided Soil Washing  

Science Journals Connector (OSTI)

The use of ultrasound as an enhancement mechanism in the surfactant-aided soil-washing process was examined by conducting desoption tests of soils contaminated with naphthalene or diesel-oil. The experiments were conducted to elucidate the effect of ultrasound on the mass transfer from soil to the aqueous phase using naphthalene-contaminated soil. In addition, the use of ultrasound for the diesel-oil-contaminated soil was investigated under a range of conditions of surfactant concentration, sonication power, duration, soil/liquid ratio, particle size and initial diesel-oil concentration. The ultrasound used in the soil-washing process significantly enhanced the mass transfer rate from the solid phase to the aqueous phase. The removal efficiency of diesel-oil from the soil phase generally increased with longer sonication time, higher power intensity, and large particle size.

Seungmin Na; Yongwoon Park; Anna Hwang; Jeongsook Ha; Younguk Kim; Jeehyeong Khim

2007-01-01T23:59:59.000Z

112

Field studies of in-situ soil washing  

SciTech Connect

The EPA and US Air Force conducted a research test program to demonstrate the removal of hydrocarbons and chlorinated hydrocarbons from a sandy soil by in situ soil washing using surfactants. Contaminated soil from the fire-training area of Volk Air National Guard Base, WI, was first taken to a laboratory for characterization. At the laboratory, the soil was recompacted into glass columns creating a simulated in-situ environment. Under gravity flow, 12 pore volumes of aqueous surfactant solutions were passed through each of the columns. Gas chromatograph (GC) analyses were used on the washing effluent and soil to determine removal efficiency (RE). The results of these tests were highly encouraging. Treated effluent was discharged directly to the on-base aerobic-treatment lagoons.

Nash, J.H.

1987-12-01T23:59:59.000Z

113

Washing studies for PCP and creosote-contaminated soil  

SciTech Connect

The Environmental Protection Agency has conducted a series of bench-scale and pilot-scale studies to evaluate the feasibility of washing pentachlorophenol (PCP) and creosote from the soil at an abandoned wood-treatment Superfund site in Pensacola, FL. The high sand content and low silt/fines content of the soil made soil washing a promising alternative to incineration. The bench-scale tests confirmed the feasibility of washing the PCP and the carcinogenic creosote compounds from the soil using a nonionic surfactant at the pH of nine to ten and a water temperature of approximately 120 F. The target concentrations for total creosote were not achieved, but the results were sufficiently close to warrant further testing. The pilot-scale tests using the EPA's mobile Volume Reduction Unit produced residual PCP, carcinogenic creosote, and total creosote levels below the target levels. The tests also produced comparison data on the effects of surfactant concentration, pH, temperature, and liquid:solid ratio. (Copyright (c) 1994 Elsevier Science B.V.)

Tobia, R.J.; Camacho, J.M.; Augustin, P.; Griffiths, R.A.; Frederick, R.M.

1994-01-01T23:59:59.000Z

114

EIA Drilling Productivity Report  

U.S. Energy Information Administration (EIA) Indexed Site

Drilling Productivity Report Drilling Productivity Report For Center on Global Energy Policy, Columbia University October 29, 2013 | New York, NY By Adam Sieminski, Administrator The U.S. has experienced a rapid increase in natural gas and oil production from shale and other tight resources Adam Sieminski, EIA Drilling Productivity Report October 29, 2013 2 0 5 10 15 20 25 30 35 2000 2002 2004 2006 2008 2010 2012 Rest of US Marcellus (PA and WV) Haynesville (LA and TX) Eagle Ford (TX) Bakken (ND) Woodford (OK) Fayetteville (AR) Barnett (TX) Antrim (MI, IN, and OH) 0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 2000 2002 2004 2006 2008 2010 2012 Eagle Ford (TX) Bakken (MT & ND) Granite Wash (OK & TX) Bonespring (TX Permian) Wolfcamp (TX Permian) Spraberry (TX Permian) Niobrara-Codell (CO) Woodford (OK)

115

GRR/Section 3-TX-c - Highway Right of Way Lease | Open Energy Information  

Open Energy Info (EERE)

3-TX-c - Highway Right of Way Lease 3-TX-c - Highway Right of Way Lease < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-c - Highway Right of Way Lease 03TXCEncroachmentIssues.pdf Click to View Fullscreen Contact Agencies Texas General Land Office Texas Department of Transportation Regulations & Policies 43 TAC 21.600 43 TAC 21.603 43 TAC 21.606 Triggers None specified Click "Edit With Form" above to add content 03TXCEncroachmentIssues.pdf 03TXCEncroachmentIssues.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the procedure for obtaining a state highway asset lease in Texas. The Texas Department of Transportation (TxDOT) may lease any highway asset.

116

GRR/Section 11-TX-a - State Cultural Considerations Overview | Open Energy  

Open Energy Info (EERE)

GRR/Section 11-TX-a - State Cultural Considerations Overview GRR/Section 11-TX-a - State Cultural Considerations Overview < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 11-TX-a - State Cultural Considerations Overview 11TXAStateCulturalConsiderationsOverview.pdf Click to View Fullscreen Contact Agencies Texas Historical Commission Regulations & Policies NRC Ch. 191: Antiquities Code CCP Ch. 49: Inquests Upon Dead Bodies Triggers None specified Click "Edit With Form" above to add content 11TXAStateCulturalConsiderationsOverview.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative 11-TX-a.1 - Have Potential Human Remains Been Discovered?

117

DOE Zero Energy Ready Home Case Study: Green Extreme Homes & Carl Franklin Homes, Garland, TX  

Energy.gov (U.S. Department of Energy (DOE))

Case study of a DOE Zero Energy Ready affordable home in Garland, TX, that was the first retrofit home certified to the DOE Zero Energy Ready home requirements. The construction team achieved a...

118

Verification of the WRF model during a high ozone event over Houston, TX  

E-Print Network (OSTI)

High ozone values were observed in Houston, TX during August 25 - September 1, 2000. A comparison of WRF data with observations and MM5 data was conducted to determine the WRF model's performance in simulating the meteorological conditions...

Ames, Douglas Seeley

2012-06-07T23:59:59.000Z

119

GRR/Section 11-TX-c - Cultural Resource Discovery Process | Open Energy  

Open Energy Info (EERE)

-TX-c - Cultural Resource Discovery Process -TX-c - Cultural Resource Discovery Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 11-TX-c - Cultural Resource Discovery Process 11TXCCulturalResourceDiscoveryProcess.pdf Click to View Fullscreen Contact Agencies Texas Historical Commission Regulations & Policies Sec. 191: Antiquities Code Triggers None specified Click "Edit With Form" above to add content 11TXCCulturalResourceDiscoveryProcess.pdf 11TXCCulturalResourceDiscoveryProcess.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative 11-TX-c.1 - Is the Project Located on State or Local Public Land? Before breaking ground at a project location on state or local public land,

120

EIS-0412: Federal Loan Guarantee to Support Construction of the TX Energy  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

12: Federal Loan Guarantee to Support Construction of the TX 12: Federal Loan Guarantee to Support Construction of the TX Energy LLC, Industrial Gasification Facility near Beaumont, Texas EIS-0412: Federal Loan Guarantee to Support Construction of the TX Energy LLC, Industrial Gasification Facility near Beaumont, Texas Overview The Department of Energy is assessing the potential environmental impacts for its proposed action of issuing a Federal loan guarantee to TX Energy, LLC (TXE). TXE submitted an application to DOE under the Federal loan guarantee program pursuant to the Energy Policy Act of 2005 (EPAct 2005) to support construction of the TXE industrial Gasification Facility near Beaumont, Texas. TXE is a subsidiary of Eastman Chemical Company (Eastman) and proposes to develop the Facility on a 417-acre parcel of land. The Facility would

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121

Farmers and ranchers in Calhoun County, TX: their land ethic and their interest in nature tourism  

E-Print Network (OSTI)

FARMERS AND RANCHERS IN CALHOUN COUNTY, TX: THEIR LAND ETHIC AND THEIR INTEREST IN NATURE TOURISM A Thesis by KIMBERLY LYN WILLIAMS Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements... for the degree of MASTER OF SCIENCE December 2000 Major Subject: Recreation, Park and Tourism Sciences FARMERS AND RANCHERS IN CALHOUN COUNTY, TX: THEIR LAND ETHIC AND INTEREST IN NATURE TOURISM A Thesis by KIMBERLY LYN WILLIAMS Submitted to Texas ASM...

Williams, Kimberly Lyn

2000-01-01T23:59:59.000Z

122

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 1997 Annual Report.  

SciTech Connect

This project monitored the daily passage of chinook salmon Oncorhynchus tshawytscha and steelhead trout O. mykiss smolts during the 1997 spring out-migration at migrant traps on the Snake River and Salmon River. All hatchery chinook salmon released above Lower Granite Dam were marked with a fin clip in 1997. Total annual hatchery chinook salmon catch at the Snake River trap was 49% of the 1996 number but only 6% of the 1995 catch. The wild chinook catch was 77% of the 1996 but was only 13% of 1995. Hatchery steelhead trout catch was 18% of 1996 numbers but only 7% of the 1995 numbers. Wild steelhead trout catch was 22% of 1996 but only 11% of the 1995 numbers. The Snake River trap collected eight age-0 chinook salmon and one sockeye/kokanee salmon O. nerka. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with high flows. Trap operations were terminated for the season due to high flows and trap damage on May 8 and were out of operation for 23 d due to high flow and debris. Hatchery chinook salmon catch at the Salmon River trap was 37% and wild chinook salmon catch was 60% of 1996 numbers but only 5% and 11% of 1995 catch, respectively. The 1997 hatchery steelhead trout collection was 13% of the 1996 catch and 32% of the 1995 numbers. Wild steelhead trout collection in 1997 was 21% of the 1996 catch and 13% of the 1995 numbers. Trap operations were terminated for the season due to high flows and trap damage on May 7 and were out of operation for 19 d due to high flow and debris.

Buettner, Edwin W.; Nelson, William R.

1999-04-01T23:59:59.000Z

123

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam, 1999 Annual Report.  

SciTech Connect

This project monitored the daily passage of chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon smolts O. nerka during the 1999 spring out-migration at migrant traps on the Snake River and Salmon River. All hatchery chinook salmon released above Lower Granite Dam were marked with a fin clip in 1999. Total annual hatchery chinook salmon catch at the Snake River trap was 440% of the 1998 number. The wild chinook catch was 603% of the previous year's catch. Hatchery steelhead trout catch was 93% of 1998 numbers. Wild steelhead trout catch was 68% of 1998 numbers. The Snake River trap collected 62 age-0 chinook salmon. During 1998 the Snake River trap captured 173 hatchery and 37 wild/natural sockeye salmon and 130 hatchery coho salmon O. kisutch. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with high flows. Trap operations began on March 14 and were terminated for the season due to high flows on May 25. The trap was out of operation for 18 d during the season due to high flow and debris. Hatchery chinook salmon catch at the Salmon River trap was 214%, and wild chinook salmon catch was 384% of 1998 numbers. The hatchery steelhead trout collection in 1999 was 210% of the 1998 numbers. Wild steelhead trout collection in 1999 was 203% of the 1998 catch. Trap operations began on March 14 and were terminated for the season due to high flows on May 21. The trap was out of operation for 17 d during the season due to high flow and debris.

Buettner, Edwin W.; Brimmer, Arnold F.; Putnam, Scott A.

2001-06-01T23:59:59.000Z

124

Mr. Fred Steinkuehler Granite City Steel Division National Steel Corporation  

Office of Legacy Management (LM)

Fred Steinkuehler Fred Steinkuehler Granite City Steel Division National Steel Corporation 20th and State Streets Granite City, Illinois 62040 Dear Mr. Steinkuehler: Enclosed please find your copy of the signed consent forms for the radiological survey of the South Plant Betatron Building. In your letter to me of July 21, 1988, you identified several issues regarding the survey and the consent. I would like to address these concerns below. As noted in the consent form, the purpose of our surveys are only to determine if there is any residual radioactive material on the site that is derived from Department of Energy (DOE) predecessor operations. All data collected during the designation survey is to determine the radiological condition of the portion of the site involved in the predecessor work. No

125

Interoffice Memorandum TO File Subject Granite City PRAR Data  

Office of Legacy Management (LM)

: .' . .Y-" ._ ; : .' . .Y-" ._ ; / Bechfel / / Interoffice Memorandum TO File Subject Granite City PRAR Data Copies to M. Kaye B. Stanley J. Wood The fo$lowing data packages contain the post-remedial action sampling data, waste management data, and health and safety data that were reported in the Granite City PRAR. File No. Date Frolll Of At I UOLJU 7330 September 9, 1993 S. B. Hill FUSRAP E&T .' Oak Ridge Ext. 6-5211 D-15056 6-23-93 Direct and transferable contamination survey of betatron room with map D-15055 6-23-93 Gamma exposure rate survey of backgrounds and betatron room D-15040 D-15167 6-21-93 Final report: PCb 7-12-93 93-06-038 Case narrative, report of analysis, field sample collection form; and QC information D-15057 6-17-93 Air particulate sample reporting logs

126

Town of Granite Falls, North Carolina (Utility Company) | Open Energy  

Open Energy Info (EERE)

Granite Falls Town of Granite Falls Town of Place North Carolina Utility Id 7496 Utility Location Yes Ownership M NERC Location SERC NERC SERC Yes ISO Other Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png COMMERCIAL ALL ELECTRIC - E13 Commercial COMMERCIAL ALL ELECTRIC - E14 Commercial COMMERCIAL ALL ELECTRIC - E9 Commercial COMMERCIAL ELECTRIC - E6 Commercial COMMERCIAL ELECTRIC - E8 Commercial CP 98-1C Industrial CP 98-1I Industrial CP 98-2C Industrial CP 98-2I Industrial CP 98-3C Industrial CP 98-3I Industrial CP TOU Industrial INDUSTRIAL ELECTRIC - E10 Industrial

127

Lower granite GIS data description and collection guidelines  

SciTech Connect

The Lower Granite Geographic Information System (GIS) was developed jointly by the US Army Corps of Engineers (USCOE) Walla Walla District and the Pacific Northwest Laboratory (PNL). The goal of the project is to use GIS technology to analyze impacts of the drawdown mitigation option on the physical and biological environment of the Lower Granite Reservoir. The drawdown mitigation option is based on the hypothesis that faster juvenile salmon travel to the ocean would result in higher juvenile survival and greater smolt-to-adult return ratios; to accomplish this, reservoir elevations would be lowered to increase channel velocities. Altering the elevation of the reservoirs on the Snake River is expected to have a variety of impacts to the Physical environment including changes to water velocity, temperature, dissolved gases, and turbidity. The GIS was developed to evaluate these changes and the resulting impacts on the anadromous and resident fish of the Snake River, as well as other aquatic organisms and terrestrial wildlife residing in the adjacent riparian areas. The Lower Granite GIS was developed using commercial hardware and software and is supported by a commercial relational database. Much of the initial system development involved collecting and incorporating data describing the river channel characteristics, hydrologic properties, and aquatic ecology. Potentially meaningful data for the Lower Granite GIS were identified and an extensive data search was performed. Data were obtained from scientists who are analyzing the habitats, limnology, and hydrology of the Snake River. The next six sections of this document describe the bathymetry, fish abundance, substrate, sediment chemistry, and channel hydrology data.

Gordon, J.L.; Evans, B.J.; Perry, E.M.

1995-12-01T23:59:59.000Z

128

Lower Granite Dam Smolt Monitoring Program; 1997 Annual Report.  

SciTech Connect

The 1997 fish collection season at Lower Granite was characterized by high spring flows, extensive spill, cool spring and early summer water temperatures and comparatively low numbers of fish, particularly yearling chinook. The Fish Passage Center's Smolt Monitoring Program is designed to provide a consistent, real-time database of fish passage and document the migrational characteristics of the many stocks of salmon and steelhead in the Columbia Basin.

Verhey, Peter; Witalis, Shirley; Morrill, Charles (Washington Department of Fish and Wildlife, Olympia, WA)

1998-01-01T23:59:59.000Z

129

Soil remediation using soil washing followed by Fenton oxidation  

Science Journals Connector (OSTI)

Soil washing was applied to a contaminated soil with p-Cresol by using a nonionic surfactant (Tween 80). A mathematical model has also been proposed to describe both the pollutant desorption and the surfactant adsorption, taking place simultaneously. The effect of temperature (20–40 °C) and surfactant concentration (0.1–10 g L?1) have been analyzed on both kinetic rates. The kinetic desorption rate of p-Cresol increases as the initial solubilizer concentration. Desorption of p-Cresol was slightly greater with increasing temperature. The obtained kinetic model represents quite well the experimental results. Soil washing wastewater (20 mg L?1 of p-Cresol and 0.86 g L?1 of Tween 80) has been treated with Fenton Reagent to remove the pollutant extracted (p-Cresol) and to recover the surfactant solution. The pH of the soil washing wastewater was about 6.5 and did not change significantly during the Fenton Reagent treatment. Total conversions of p-Cresol were observed, at very short times, at the conditions tested for the Fenton reaction (100 mg L?1 of H2O2 and 10 mg L?1 of Fe2+). The hydrogen peroxide was not totally exhausted, showing conversions near 60% at 120 min. Besides, the removal of Tween 80 during the Fenton’s reaction was lower than 10%, which suggests that the reaction is mainly selective to p-Cresol degradation. The toxicity of the liquids, measured by Microtox bioassay, was significantly reduced after the oxidation reaction, suggesting the negligible formation of degradation intermediates with higher toxicity than p-Cresol.

J.M. Rosas; F. Vicente; A. Santos; A. Romero

2013-01-01T23:59:59.000Z

130

Geochemical and geophysical evidence on the geothermal potential of Caledonian granites in Britain  

Science Journals Connector (OSTI)

... production with depth but there are good indications that the area is interesting from a geothermal energy viewpoint, especially where granite is overlain by low conductivity sediments.

G. C. BROWN; JANE PLANT; M. K. LEE

1979-07-12T23:59:59.000Z

131

RCRA Assessment Plan for Single-Shell Tank Waste Management Area TX-TY  

SciTech Connect

WMA TX-TY contains underground, single-shell tanks that were used to store liquid waste that contained chemicals and radionuclides. Most of the liquid has been removed, and the remaining waste is regulated under the RCRA as modi¬fied in 40 CFR Part 265, Subpart F and Washington State’s Hazardous Waste Management Act . WMA TX-TY was placed in assessment monitoring in 1993 because of elevated specific conductance. A groundwater quality assessment plan was written in 1993 describing the monitoring activities to be used in deciding whether WMA TX-TY had affected groundwater. That plan was updated in 2001 for continued RCRA groundwater quality assessment as required by 40 CFR 265.93 (d)(7). This document further updates the assessment plan for WMA TX-TY by including (1) information obtained from ten new wells installed at the WMA after 1999 and (2) information from routine quarterly groundwater monitoring during the last five years. Also, this plan describes activities for continuing the groundwater assessment at WMA TX TY.

Horton, Duane G.

2007-03-26T23:59:59.000Z

132

GRR/Section 19-TX-b - New Water Right Process For Surface Water and Ground  

Open Energy Info (EERE)

TX-b - New Water Right Process For Surface Water and Ground TX-b - New Water Right Process For Surface Water and Ground Water < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 19-TX-b - New Water Right Process For Surface Water and Ground Water 19TXBNewWaterRightProcessForSurfaceWaterAndGroundWater.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Texas Water Development Board Regulations & Policies Tex. Water Code § 11 Triggers None specified Click "Edit With Form" above to add content 19TXBNewWaterRightProcessForSurfaceWaterAndGroundWater.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

133

GRR/Section 11-TX-b - Human Remains Process | Open Energy Information  

Open Energy Info (EERE)

1-TX-b - Human Remains Process 1-TX-b - Human Remains Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 11-TX-b - Human Remains Process 11TXBHumanRemainsProcess.pdf Click to View Fullscreen Regulations & Policies CCP Art. 49 Triggers None specified Click "Edit With Form" above to add content 11TXBHumanRemainsProcess.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the procedure a developer must follow when human remains are discovered on or near the project site. Local law enforcement must conduct an investigation into the death of the person, and is the

134

GRR/Section 14-TX-c - Underground Injection Control Permit | Open Energy  

Open Energy Info (EERE)

TX-c - Underground Injection Control Permit TX-c - Underground Injection Control Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-TX-c - Underground Injection Control Permit Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 27 16 TAC 3.9 46 TAC 3.46 16 TAC 3.30 - MOU between the RRC and the TCEQ Triggers None specified Click "Edit With Form" above to add content Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

135

GRR/Section 7-TX-b - REC Generator | Open Energy Information  

Open Energy Info (EERE)

TX-b - REC Generator TX-b - REC Generator < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 7-TX-b - REC Generator 07TXBRECGeneratorCertification.pdf Click to View Fullscreen Contact Agencies Public Utility Commission of Texas Regulations & Policies Goal for Renewable Energy, PUCT Substantive Rule 25.173 Triggers None specified Click "Edit With Form" above to add content 07TXBRECGeneratorCertification.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the application and approval process for participating in the Renewable Energy Credit program in Texas.

136

GRR/Section 19-TX-c - Surface Water Permit | Open Energy Information  

Open Energy Info (EERE)

19-TX-c - Surface Water Permit 19-TX-c - Surface Water Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 19-TX-c - Surface Water Permit 19TXCSurfaceWaterPermit.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 11 30 TAC 295 30 TAC 297 Triggers None specified Click "Edit With Form" above to add content 19TXCSurfaceWaterPermit.pdf 19TXCSurfaceWaterPermit.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative In Texas, the Texas Commission on Environmental Quality (TCEQ) issues surface water permits. Under, Tex. Water Code § 11, surface water permits

137

GRR/Section 5-TX-a - Drilling and Well Development | Open Energy  

Open Energy Info (EERE)

GRR/Section 5-TX-a - Drilling and Well Development GRR/Section 5-TX-a - Drilling and Well Development < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 5-TX-a - Drilling and Well Development 05TXADrillingAndWellDevelopment.pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas Texas Water Development Board Regulations & Policies 16 TAC 3.5: Application To Drill, Deepen, Reenter, or Plug Back 16 TAC 3.78: Fees and Financial Security Requirements 16 TAC 3.37: Statewide Spacing Rule 16 TAC 3.38: Well Densities 16 TAC 3.39: Proration and Drilling Units: Contiguity of Acreage and Exception 16 TAC 3.33: Geothermal Resource Production Test Forms Required Triggers None specified Click "Edit With Form" above to add content

138

GRR/Section 14-TX-b - Texas NPDES Permitting Process | Open Energy  

Open Energy Info (EERE)

14-TX-b - Texas NPDES Permitting Process 14-TX-b - Texas NPDES Permitting Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-TX-b - Texas NPDES Permitting Process 14TXBTexasNPDESPermittingProcess (4).pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas United States Environmental Protection Agency Regulations & Policies Tex. Water Code § 26.131(b) 16 TAC 3.8 Memorandum of Understanding between the RRC and the TCEQ 16 TAC 3.30 Triggers None specified Click "Edit With Form" above to add content 14TXBTexasNPDESPermittingProcess (4).pdf 14TXBTexasNPDESPermittingProcess (4).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative

139

,"Galvan Ranch, TX Natural Gas Pipeline Imports From Mexico (Million Cubic Feet)"  

U.S. Energy Information Administration (EIA) Indexed Site

Galvan Ranch, TX Natural Gas Pipeline Imports From Mexico (Million Cubic Feet)" Galvan Ranch, TX Natural Gas Pipeline Imports From Mexico (Million Cubic Feet)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Galvan Ranch, TX Natural Gas Pipeline Imports From Mexico (Million Cubic Feet)",1,"Annual",2012 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","nga_epg0_irp_ygrt-nmx_mmcfa.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/nga_epg0_irp_ygrt-nmx_mmcfa.htm" ,"Source:","Energy Information Administration"

140

GRR/Section 8-TX-a - Transmission Siting | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 8-TX-a - Transmission Siting GRR/Section 8-TX-a - Transmission Siting < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 8-TX-a - Transmission Siting 08TXATransmissionSiting.pdf Click to View Fullscreen Contact Agencies Public Utility Commission of Texas Regulations & Policies PUCT Substantive 25.83: Transmission Construction Reports PUCT Substantive Rule 25.101: Certification Criteria Triggers None specified Click "Edit With Form" above to add content 08TXATransmissionSiting.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Transmission siting is handled by the Public Utility Commission of Texas

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


141

GRR/Section 6-TX-a - Extra-Legal Vehicle Permitting Process | Open Energy  

Open Energy Info (EERE)

6-TX-a - Extra-Legal Vehicle Permitting Process 6-TX-a - Extra-Legal Vehicle Permitting Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 6-TX-a - Extra-Legal Vehicle Permitting Process 06TXAExtraLegalVehiclePermittingProcess.pdf Click to View Fullscreen Contact Agencies Texas Department of Motor Vehicles Texas Department of Transportation Regulations & Policies Tex. Transportation Code § 621 Tex. Transportation Code § 622 Tex. Transportation Code § 623 43 TAC 219 Triggers None specified Click "Edit With Form" above to add content 06TXAExtraLegalVehiclePermittingProcess.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

142

GRR/Section 19-TX-d - Transfer of Surface Water Right | Open Energy  

Open Energy Info (EERE)

19-TX-d - Transfer of Surface Water Right 19-TX-d - Transfer of Surface Water Right < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 19-TX-d - Transfer of Surface Water Right 19TXDTransferOfWaterRight.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 11 30 TAC 297.81 30 TAC 297.82 30 TAC 297.83 Triggers None specified Click "Edit With Form" above to add content 19TXDTransferOfWaterRight.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Texas water law allows surface water rights to be transferred from one party to another. (Tex. Water Code § 11)

143

GRR/Section 18-TX-a - Underground Storage Tank Process | Open Energy  

Open Energy Info (EERE)

TX-a - Underground Storage Tank Process TX-a - Underground Storage Tank Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-TX-a - Underground Storage Tank Process 18TXAUndergroundStorageTanks (1).pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies 30 Texas Administrative Code 334 - Underground and Aboveground Storage Tanks 30 Texas Administrative Code 37 - Financial Assurance for Petroleum Underground Storage Tanks Triggers None specified Click "Edit With Form" above to add content 18TXAUndergroundStorageTanks (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

144

GRR/Section 3-TX-a - State Geothermal Lease | Open Energy Information  

Open Energy Info (EERE)

3-TX-a - State Geothermal Lease 3-TX-a - State Geothermal Lease < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-a - State Geothermal Lease 03TXAStateGeothermalLease.pdf Click to View Fullscreen Contact Agencies Texas General Land Office Regulations & Policies Texas Natural Resources Code 31 TAC 9.22 31 TAC 13.33 31 TAC 13.62 31 TAC 155.42 Triggers None specified Click "Edit With Form" above to add content 03TXAStateGeothermalLease.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of obtaining a state geothermal lease from the state of Texas. The Texas General Land Office manages

145

GRR/Section 19-TX-a - Water Access and Water Issues Overview | Open Energy  

Open Energy Info (EERE)

9-TX-a - Water Access and Water Issues Overview 9-TX-a - Water Access and Water Issues Overview < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 19-TX-a - Water Access and Water Issues Overview 19TXAWaterAccessAndWaterRightsIssuesOverview.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 11 Triggers None specified Click "Edit With Form" above to add content 19TXAWaterAccessAndWaterRightsIssuesOverview.pdf 19TXAWaterAccessAndWaterRightsIssuesOverview.pdf 19TXAWaterAccessAndWaterRightsIssuesOverview.pdf 19TXAWaterAccessAndWaterRightsIssuesOverview.pdf Flowchart Narrative In the late 1960's Texas transitioned its water law system, switching

146

GRR/Section 12-TX-a - Flora and Fauna Considerations | Open Energy  

Open Energy Info (EERE)

TX-a - Flora and Fauna Considerations TX-a - Flora and Fauna Considerations < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 12-TX-a - Flora and Fauna Considerations 12TXAFloraAndFaunaConsiderations.pdf Click to View Fullscreen Contact Agencies Texas Parks and Wildlife Department Regulations & Policies Texas Parks and Wildlife Code § 68 31 TAC 65.175 31 TAC 65.176 31 TAC 65.173 Triggers None specified Click "Edit With Form" above to add content 12TXAFloraAndFaunaConsiderations.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative In Texas, no person may capture, trap, take, or kill, or attempt to

147

GRR/Section 14-TX-a - Nonpoint Source Pollution | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 14-TX-a - Nonpoint Source Pollution GRR/Section 14-TX-a - Nonpoint Source Pollution < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-TX-a - Nonpoint Source Pollution 14TXANonpointSourcePollution.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Clean Water Act CWA §319(b) Triggers None specified Click "Edit With Form" above to add content 14TXANonpointSourcePollution.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative The Texas Nonpoint Source Management Program (Management Program) is required under the Clean Water Act(CWA), specifically CWA §319(b). The

148

GRR/Section 6-TX-b - Construction Storm Water Permitting Process | Open  

Open Energy Info (EERE)

6-TX-b - Construction Storm Water Permitting Process 6-TX-b - Construction Storm Water Permitting Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 6-TX-b - Construction Storm Water Permitting Process 06TXBConstructionStormWaterPermit.pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality EPA Regulations & Policies TPDES Construction General Permit (TXR150000) 30 Texas Administrative Code 205 General Permits for Waste Discharges Texas Water Code 26.040 General Permits Clean Water Act Triggers None specified Click "Edit With Form" above to add content 06TXBConstructionStormWaterPermit.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

149

GRR/Section 4-TX-a - State Exploration Process | Open Energy Information  

Open Energy Info (EERE)

4-TX-a - State Exploration Process 4-TX-a - State Exploration Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 4-TX-a - State Exploration Process 04TXAStateExplorationProcess.pdf Click to View Fullscreen Contact Agencies Texas General Land Office Railroad Commission of Texas Texas Parks and Wildlife Department Regulations & Policies 16 TAC 3.5: Application to Drill, Deepen, Reenter, or Plug Back 16 TAC 3.7: Strata to Be Sealed Off 16 TAC 3.79: Definitions 16 TAC 3.100: Seismic Holes and Core Holes 31 TAC 10.2: Prospect Permits on State Lands 31 TAC 155.40: Definitions 31 TAC 155.42: Mining Leases on Properties Subject to Prospect 31 TAC 9.11: Geophysical and Geochemical Exploration Permits Triggers None specified

150

GRR/Section 14-TX-d - Section 401 Water Quality Certification | Open Energy  

Open Energy Info (EERE)

4-TX-d - Section 401 Water Quality Certification 4-TX-d - Section 401 Water Quality Certification < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-TX-d - Section 401 Water Quality Certification 14TXDSection401WaterQualityCertification (2).pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas Regulations & Policies 16 TAC 3.93 - RRC Water Quality Certification 16 TAC 3.30 - MOU between the RRC and the TCEQ Triggers None specified Click "Edit With Form" above to add content 14TXDSection401WaterQualityCertification (2).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Section 401 of the Clean Water Act (CWA) requires a Water Quality

151

GRR/Section 3-TX-b - Land Access | Open Energy Information  

Open Energy Info (EERE)

3-TX-b - Land Access 3-TX-b - Land Access < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 3-TX-b - Land Access 03TXBLandAccess.pdf Click to View Fullscreen Contact Agencies Texas General Land Office Railroad Commission of Texas Regulations & Policies Tex. Nat. Rec. Code Sec. 51.291(a) Tex. Nat. Rec. Code Sec. 33.111 Triggers None specified Click "Edit With Form" above to add content 03TXBLandAccess.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the process of gaining access to certain types of land in Texas apart from the geothermal resource lease process.

152

GRR/Section 14-TX-e - Ground Water Discharge Permit | Open Energy  

Open Energy Info (EERE)

GRR/Section 14-TX-e - Ground Water Discharge Permit GRR/Section 14-TX-e - Ground Water Discharge Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-TX-e - Ground Water Discharge Permit 14TXEGroundWaterDischargePermit (1).pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas United States Environmental Protection Agency Regulations & Policies 16 TAC 3.8 (Rule 8) Triggers None specified Click "Edit With Form" above to add content 14TXEGroundWaterDischargePermit (1).pdf 14TXEGroundWaterDischargePermit (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Pits are used in drilling operations to contain drilling related fluids and

153

GRR/Section 7-TX-a - Energy Facility Registration | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 7-TX-a - Energy Facility Registration GRR/Section 7-TX-a - Energy Facility Registration < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 7-TX-a - Energy Facility Registration 07TXAEnergyFacilitySiting.pdf Click to View Fullscreen Contact Agencies Public Utility Commission of Texas Regulations & Policies PUC Substantive Rule 25.109: Registration of Power Generation Companies and Self-Generators Triggers None specified Click "Edit With Form" above to add content 07TXAEnergyFacilitySiting.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative This flowchart illustrates the necessary process for registering as an

154

GRR/Section 7-TX-c - Certificate of Convenience and Necessity | Open Energy  

Open Energy Info (EERE)

GRR/Section 7-TX-c - Certificate of Convenience and Necessity GRR/Section 7-TX-c - Certificate of Convenience and Necessity < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 7-TX-c - Certificate of Convenience and Necessity 07TXCCertificateOfConvenienceAndNecessity.pdf Click to View Fullscreen Contact Agencies Public Utility Commission of Texas Regulations & Policies PUCT Substantive Rule 22 PUCT Substantive Rule 25.5 PUCT Substantive Rule 25.83 PUCT Substantive Rule 25.101 Public Utility Regulatory Act Triggers None specified Click "Edit With Form" above to add content 07TXCCertificateOfConvenienceAndNecessity.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

155

Laboratory studies of surfactant-enhanced washing of polychlorinated biphenyl from sandy material  

Science Journals Connector (OSTI)

Soil washing was combined with surfactant regeneration and ... ... Adsorption of Non-ionic Surfactants onto Sand and Its Importance in Naphthalene Removal ...

Abdul S. Abdul; Thomas L. Gibson

1991-04-01T23:59:59.000Z

156

A Proposed New Classification Of The Granites Of Egypt | Open Energy  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit History Facebook icon Twitter icon » A Proposed New Classification Of The Granites Of Egypt Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Journal Article: A Proposed New Classification Of The Granites Of Egypt Details Activities (0) Areas (0) Regions (0) Abstract: Granites and granitoids constitute an important rock group that covers vast areas of the Arabian-Nubian Shield in Egypt. They range in composition from quartz diorite and tonalite, through granodiorite and quartz monzonite to true granites and alkaline-peralkaline granites. Several workers tried the identification and classification of these

157

DOE - Office of Legacy Management -- Granite City IL Site - IL 28  

Office of Legacy Management (LM)

Granite City IL Site - IL 28 Granite City IL Site - IL 28 FUSRAP Considered Sites Granite City, IL Alternate Name(s): Granite City Steel General Steel Industries General Steel Casings Corporation New Betatron Building IL.28-3 Location: 1417 State Street, Granite City, Illinois IL.28-3 Historical Operations: Under subcontract with Mallinckrodt and using a government-owned Betatron (magnetic induction electron accelerator), x-rayed natural uranium ingots and dingots to detect metallurgical flaws. Contamination from rubbing off of oxidized uranium during handling. IL.28-3 IL.28-5 Eligibility Determination: Eligible IL.28-1 IL.28-2 Radiological Survey(s): Assessment Surveys, Verification Survey IL.28-6 IL.28-7 IL.28-8 Site Status: Certified - Certification Basis, Federal Register Notice included IL.28-9

158

DOE - Office of Legacy Management -- Granite City Army Depot - IL 0-02  

Office of Legacy Management (LM)

Granite City Army Depot - IL 0-02 Granite City Army Depot - IL 0-02 FUSRAP Considered Sites Site: GRANITE CITY ARMY DEPOT ( IL.0-02 ) Eliminated from consideration under FUSRAP - Referred to DOD Designated Name: Not Designated Alternate Name: None Location: Granite City , Illinois IL.0-02-1 Evaluation Year: 1987 IL.0-02-1 Site Operations: Site was used for storage of GSA thorium residues until circa 1964. IL.0-02-1 Site Disposition: Eliminated - Referred to DOD IL.0-02-1 Radioactive Materials Handled: Yes Primary Radioactive Materials Handled: Thorium IL.0-02-1 Radiological Survey(s): None Indicated Site Status: Eliminated from consideration under FUSRAP - Referred to DOD IL.0-02-1 Also see Documents Related to GRANITE CITY ARMY DEPOT IL.0-02-1 - DOE Letter; J.Fiore to C.Schafer; Information regarding

159

1996 National Heat Trans/er Conference Houston, TX August 3-6, J996  

E-Print Network (OSTI)

and diffusive transport associated with fluid dynamics. radiative heat transfer often plays a large role in governing combustion dynamics. Radiative heat transfer is the dominant mode of heat transfer in many1996 National Heat Trans/er Conference Houston, TX August 3-6, J996 AN ADAPTIVE MESH REFINEMENT

160

DOE Zero Energy Ready Home Case Study: M Street Homes, Houston, TX  

Energy.gov (U.S. Department of Energy (DOE))

Case study of a DOE Zero Energy Ready home in Houston, TX, that achieves a HERS 45 without PV or HERS 32 with 1.2 kW PV. The three-story, 4,507-ft2 custom home is powered by a unique tri-generation...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


161

DOE Zero Energy Ready Home Case Study: Sterling Brook Custom Homes, Double Oak, TX  

Energy.gov (U.S. Department of Energy (DOE))

Case study of a DOE Zero Energy Ready home in Double Oak, TX, north of Dallas, that scored a HERS 44 without PV. The 3,752-ft2 two-story home served as an energy-efficient model home for the custom...

162

CCD Photometric Study of the Contact Binary TX Cnc in the Young Open Cluster NGC 2632  

E-Print Network (OSTI)

TX Cnc is a member of the young open cluster NGC 2632. In the present paper, four CCD epochs of light minimum and a complete V light curve of TX Cnc are presented. A period investigation based on all available photoelectric or CCD data showed that it is found to be superimposed on a long-term increase ($dP/dt=+3.97\\times{10^{-8}}$\\,days/year), and a weak evidence suggests that it includes a small-amplitude period oscillation ($A_3=0.^{d}0028$; $T_3=26.6\\,years$). The light curves in the V band obtained in 2004 were analyzed with the 2003 version of the W-D code. It was shown that TX Cnc is an overcontact binary system with a degree of contact factor $f=24.8%(\\pm0.9%)$. The absolute parameters of the system were calculated: $M_1=1.319\\pm0.007M_{\\odot}$, $M_2=0.600\\pm0.01M_{\\odot}$; $R_1=1.28\\pm0.19R_{\\odot}$, $R_2=0.91\\pm0.13R_{\\odot}$. TX Cnc may be on the TRO-controlled stage of the evolutionary scheme proposed by Qian (2001a, b; 2003a), and may contains an invisible tertiary component ($m_3\\approx0.097M_{\\o...

Liang, Liu; Soonthornthum, BOONRUCKSAR; Liying, Zhu; Jiajia, He; Yuan, J -Z

2011-01-01T23:59:59.000Z

163

DOE - Office of Legacy Management -- Wash-Rite Co - IN 08  

Office of Legacy Management (LM)

Wash-Rite Co - IN 08 Wash-Rite Co - IN 08 FUSRAP Considered Sites Site: WASH-RITE CO. (IN.08 ) Eliminated from consideration under FUSRAP Designated Name: Not Designated Alternate Name: None Location: 1410 Cornell Avenue , Indianapolis , Indiana IN.08-2 Evaluation Year: 1991 IN.08-3 IN.08-4 Site Operations: Conducted washing test to decontaminate gloves and recover uranium. IN.08-1 IN.08-2 Site Disposition: Eliminated - Potential for contamination considered remote due to the limited scope of activities at this site IN.08-3 IN.08-4 Radioactive Materials Handled: Yes Primary Radioactive Materials Handled: Uranium IN.08-2 Radiological Survey(s): None Indicated Site Status: Eliminated from consideration under FUSRAP Also see Documents Related to WASH-RITE CO.

164

Microsoft PowerPoint - Granite-PCO-PCC-22  

NLE Websites -- All DOE Office Websites (Extended Search)

nd nd Annual Pittsburgh Coal Conference The PCO Process for Removal of Mercury from Flue Gas National Energy Technology Laboratory Office of Fossil Energy Christopher R. McLarnon, Evan J. Granite, and Henry W. Pennline September 13, 2005 185199 EJG 12/11/03 GP-254 / PCO Process * Alternative to ACI Developed * Patent Issued June 2003 * Licensed for Application to Coal-Burning Power Plants (Powerspan Corporation) * Oxidation of Mercury * Irradiation of Flue Gas with 254-nm Light * 90% Oxidation Attained at Bench-Scale * Low Parasitic Power (less than 0.5%) * Potential Application for Incinerators 185199 EJG 12/11/03 * EPA Announcement March 15, 2005 * Clean Air Mercury Rule * Several States Requiring Stricter Reductions * 70-90% Removal Requirement

165

Washing of Rocky Flats Combustible Residues (Conducted March - May 1995)  

SciTech Connect

The scope of this project is to determine the feasibility of washing plutonium-containing combustible residues using ultrasonic disruption as a method for dislodging particulate. Removal of plutonium particulate and, to a lesser extent, solubilized plutonium from the organic substrate should substantially reduce potential fire, explosion or radioactive release hazards due to radiolytic hydrogen generation or high flammability. Tests were conducted on polypropylene filters which were used as pre-filters in the rich-residue ion-exchange process at the Los Alamos Plutonium Facility. These filters are similar to the Ful-Flo{reg_sign} cartridges used at Rocky Flats that make up a substantial fraction of the combustible residues with the highest hazard rating. Batch experiments were run on crushed filter material in order to determine the amount of Pu removed by stirring, stirring and sonication, and stirring and sonication with the introduction of Pu-chelating water-soluble polymers or surfactants. Significantly more Pu is removed using sonication and sonication with chelators than is removed with mechanical stirring alone.

Mary E. Barr; Ann R. Schake; David A. Romero; Gordon D. Jarvinen

1999-03-01T23:59:59.000Z

166

Caustic washing for refining of direct coal liquefaction products  

SciTech Connect

Extensive research and development sponsored by the U.S. DOE/PETC over the past two decades has resulted in dramatic improvements in the quality of direct coal liquefaction products. High-quality coal-derived distillates are obtainable from catalytic two-stage liquefaction (TSL) processes, such as those developed at the Wilsonville, AL pilot plant and the Hydrocarbon Technologies Inc. (HTI) pilot plant and bench units. The products of the Wilsonville and HTI TSL operations are suitable as high quality feedstocks for producing transportation fuels in a refinery. These products have important quality advantages over crude petroleum: they are distillates boiling below about 700{degrees}F and are thus virtually free of resid and metals, and they have very low sulfur contents and low nitrogen contents. The coal liquids have carbon and hydrogen contents and Watson characterization factors within the range of crude petroleums. However, relative to crude petroleum, the crude coal products have elevated oxygen contents. This report describes the removal of phenols from coal liquids by caustic washing, and the the recovery of the cresylic acid by-product.

Winschel, R.A.; Burke, F.P.; Robbins, G.A.; Brandes, S.D. [CONSOL, Inc., Library, PA (United States); Zhou, P. [Burns and Roe Services Corp., Pittsburgh, PA (United States)

1995-12-31T23:59:59.000Z

167

Results of the radiological survey at the New Betatron Building, Granite City Steel facility, Granite City, Illinois (GSG002)  

SciTech Connect

At the request of the US Department of Energy (DOE), a team from Oak Ridge National Laboratory conducted a radiological survey at the New Betatron Building, located in the South Plant facility of Granite City Steel Division, 1417 State Street, Granite City, Illinois. The survey was performed in August 1991. The purpose of the survey was to determine whether the property was contaminated with radioactive residues, principally {sup 238}U, as a result of work done for the Atomic Energy Commission (AEC) from 1958 to 1966. The survey included a surface gamma scan of the ground surface outdoors near the building, the floor and walls in all accessible areas inside the building, and the roof; measurement of beta-gamma dose rates, alpha radiation levels, and removable alpha and beta-gamma activity levels at selected locations inside the building and on the roof; and radionuclide analysis of outdoor soil samples and indoor samples of shield-wall fill material land debris. Analysis of soil, shield-wall fill material, debris, and smear samples showed no residual {sup 238}U attributable to former AEC-supported operations at this site. None of the indoor or outdoor gamma exposure rate measurements were elevated above DOE guidelines. The slight elevations in gamma levels found outdoors and on the roof over the shield wall are typical of naturally occurring radioactive substances present in coal ash and cinders in the fill material surrounding the building and in concrete and cinders used in constuction of the shield wall. The slightly elevated gamma levels measured at soil sampling locations can be attributed to the presence of naturally occurring radionuclides. In all samples, {sup 226}Ra and {sup 238}U appeared to be in equilibrium, indicating that these radionuclides were of natural origin and not derived from former AEC activities at this site.

Murray, M.E.; Uziel, M.S.

1992-01-01T23:59:59.000Z

168

EBR-II Primary Tank Wash-Water Alternatives Evaluation  

SciTech Connect

The EBR-II reactor at Idaho National Laboratory was a liquid sodium metal cooled reactor that operated for 30 years. It was shut down in 1994; the fuel was removed by 1996; and the bulk of sodium metal coolant was removed from the reactor by 2001. Approximately 1100 kg of residual sodium remained in the primary system after draining the bulk sodium. To stabilize the remaining sodium, both the primary and secondary systems were treated with a purge of moist carbon dioxide. Most of the residual sodium reacted with the carbon dioxide and water vapor to form a passivation layer of primarily sodium bicarbonate. The passivation treatment was stopped in 2005 and the primary system is maintained under a blanket of dry carbon dioxide. Approximately 670 kg of sodium metal remains in the primary system in locations that were inaccessible to passivation treatment or in pools of sodium that were too deep for complete penetration of the passivation treatment. The EBR-II reactor was permitted by the Idaho Department of Environmental Quality (DEQ) in 2002 under a RCRA permit that requires removal of all remaining sodium in the primary and secondary systems by 2022. The proposed baseline closure method would remove the large components from the primary tank, fill the primary system with water, react the remaining sodium with the water and dissolve the reaction products in the wash water. This method would generate a minimum of 100,000 gallons of caustic, liquid, low level radioactive, hazardous waste water that must be disposed of in a permitted facility. On February 19-20, 2008, a workshop was held in Idaho Falls, Idaho, to look at alternatives that could meet the RCRA permit clean closure requirements and minimize the quantity of hazardous waste generated by the cleanup process. The workshop convened a panel of national and international sodium cleanup specialists, subject matter experts from the INL, and the EBR-II Wash Water Project team that organized the workshop. The workshop was conducted by a trained facilitator using Value Engineering techniques to elicit the most technically sound solutions from the workshop participants. The path forward includes developing the OBA into a well engineered solution for achieving RCRA clean closure of the EBR-II Primary Reactor Tank system. Several high level tasks are also part of the path forward such as reassigning responsibility of the cleanup project to a dedicated project team that is funded by the DOE Office of Environmental Management, and making it a priority so that adequate funding is available to complete the project. Based on the experience of the sodium cleanup specialists, negotiations with the DEQ will be necessary to determine a risk-based de minimus quantity for acceptable amount of sodium that can be left in the reactor systems after cleanup has been completed.

Demmer, R. L.; Heintzelman, J. B.; Merservey, R. H.; Squires, L. N.

2008-05-01T23:59:59.000Z

169

DEGRADED TBP SOLVENT REGENERATION TECHNOLOGY USING BUTYLAMINE AS A SOLVENT WASHING TO REDUCE SOLID SALT WASTE  

SciTech Connect

Normal butylamine compounds are studied as salt-free wash reagents for degraded solvent used in PUREX process in spent fuel reprocessing. The solvent wash tests were carried out with two types of butylamine compounds, n-butylamine oxalate and n-butylamine bicarbonate, by counter-current mode using a small size mixer-settler composed of two 4-stage wash steps. Di-n-butyl phosphoric acid (HDBP), the main degradation product from TBP, was removed from real degraded solvent with decontamination factor of 2.5 {approx} 7.9. The study on electrolytic decomposition of butylamine compounds was also conducted for waste treatment.

Asakura, T.; Itoh, Y.; Hotoku, S.; Morita, Y.; Uchiyama, G.

2003-02-27T23:59:59.000Z

170

E-Print Network 3.0 - a-type granitic magmatism Sample Search...  

NLE Websites -- All DOE Office Websites (Extended Search)

Collection: Mathematics 6 NATURE |VOL 408 |7 DECEMBER 2000 |www.nature.com 669 review article Summary: . The A-type Mount Scott granite sheet: importance of crustal magma...

171

THE CONWAY GRANITE OF NEW HAMPSHIRE AS A MAJOR LOW-GRADE THORIUM RESOURCE  

Science Journals Connector (OSTI)

...Subcontract 1491 with the Oak Ridge National Laboratory...by Billings and co-workers over the years, and...be- ing studied at Oak Ridge National Laboratory...granite are estimated by workers at the Oak Ridge National Laboratory...

J. A. S. Adams; M.-C. Kline; K. A. Richardson; J. J. W. Rogers

1962-01-01T23:59:59.000Z

172

Quantum states of neutrons in the gravitational and centrifugal potentials in a new GRANIT spectrometer  

SciTech Connect

We will discuss the scientific program to be studied in a new gravitational spectrometer GRANIT in a broad context of quantum states (quantum behaviour) of ultracold neutrons (UCN) in gravitational [1] and centrifugal [2] potentials, as well as applications of these phenomena/spectrometer to various domains of physics, ranging from studies of fundamental short-range interactions and symmetries to neutron quantum optics and reflectometry using UCN. All these topics, as well as related instrumental and methodical developments have been discussed during dedicated GRANIT-2010 Workshop [3]. The GRANIT spectrometer has been recently installed at the Institut Laue-Langevin, Grenoble, France [4] and could become operational in near future. 1. V.V. Nesvizhevsky et al (2002), Nature 415, 297. 2. V.V. Nesvizhevsky et al (2010), Nature Physics 6, 114. 3. GRANIT-2010, Les Houches, 14-19 february 2010. 4. M. Kreuz et al (2009), NIM 611, 326.

None

2010-03-18T23:59:59.000Z

173

Be in a state of purification (e.g. ritual washing, clean clothes) Stand upright facing the direction of Mecca  

E-Print Network (OSTI)

Be in a state of purification (e.g. ritual washing, clean clothes) Stand upright facing the day and night. Purification: In most cases, this is achieved through washing of the face & hands, and wiping of head & feet with water. However, at times, the body must be washed. Clothes must be clean. Call

Khambatt, Mujtaba

174

File:15-TX-a- Fact Sheet - Tips for a Speedy Administrative Review.pdf |  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search File Edit History Facebook icon Twitter icon » File:15-TX-a- Fact Sheet - Tips for a Speedy Administrative Review.pdf Jump to: navigation, search File File history File usage Metadata File:15-TX-a- Fact Sheet - Tips for a Speedy Administrative Review.pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Full resolution ‎(1,275 × 1,650 pixels, file size: 16 KB, MIME type: application/pdf) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 14:17, 12 June 2013 Thumbnail for version as of 14:17, 12 June 2013 1,275 × 1,650 (16 KB) Apalazzo (Talk | contribs)

175

File:03-TX-e - Lease of Texas Parks & Wildlife Department Land (1).pdf |  

Open Energy Info (EERE)

source source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search File Edit History Facebook icon Twitter icon » File:03-TX-e - Lease of Texas Parks & Wildlife Department Land (1).pdf Jump to: navigation, search File File history File usage Metadata File:03-TX-e - Lease of Texas Parks & Wildlife Department Land (1).pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Full resolution ‎(1,275 × 1,650 pixels, file size: 46 KB, MIME type: application/pdf) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 12:50, 26 July 2013 Thumbnail for version as of 12:50, 26 July 2013 1,275 × 1,650 (46 KB) Apalazzo (Talk | contribs)

176

File:USDA-CE-Production-GIFmaps-TX.pdf | Open Energy Information  

Open Energy Info (EERE)

TX.pdf TX.pdf Jump to: navigation, search File File history File usage Texas Ethanol Plant Locations Size of this preview: 776 × 600 pixels. Full resolution ‎(1,650 × 1,275 pixels, file size: 442 KB, MIME type: application/pdf) Description Texas Ethanol Plant Locations Sources United States Department of Agriculture Related Technologies Biomass, Biofuels, Ethanol Creation Date 2010-01-19 Extent State Countries United States UN Region Northern America States Texas External links http://www.nass.usda.gov/Charts_and_Maps/Ethanol_Plants/ File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 16:21, 27 December 2010 Thumbnail for version as of 16:21, 27 December 2010 1,650 × 1,275 (442 KB) MapBot (Talk | contribs) Automated bot upload

177

Investigation of Naturally Occurring Radio Nuclides in Shir?kuh Granites  

Science Journals Connector (OSTI)

One of the principle natural radiation resources is Granite which can be dangerous for human because of its radiations. Based on this fact in this research we attempt to specify the activity amount of these natural radio nuclides existing in Shir?kuh Granite of Yazd state. To specify the activity amount of this natural radio nuclides it has been applied the measurement method of Gamma spectroscopy using high purity Germanium (HPGe) detector.

Mohammad Mehdi Mazarei; Mojtaba Zarei

2011-01-01T23:59:59.000Z

178

Release of uranium and thorium from granitic rocks during in situ weathering and initial erosion  

E-Print Network (OSTI)

RELEASE OF URANIUM AND THORIUM FROM GRANITIC ROCKS DURING IN SITU WEATHERING AND INITIAL EROSION A Thesis by ERNEST BROUGHTON LEDGER, JR. Submitted to the Graduate College of Texas A&M University in partial fulfillment of the requirement... for the degree of MASTER OF SCIENCE August. 1978 Major Subject: Geology RELEASE OF URANIUM AND THORIUM FROM GRANITIC ROCKS DURING IN SITU WEATHERING AND INITIAL EROSION A Thesis by ERNEST BROUGHTON LEDGER, JR. Approved as to style and content by...

Ledger, Ernest Broughton

2012-06-07T23:59:59.000Z

179

GRR/Section 15-TX-a - Air Permit - Permit to Construct | Open Energy  

Open Energy Info (EERE)

GRR/Section 15-TX-a - Air Permit - Permit to Construct GRR/Section 15-TX-a - Air Permit - Permit to Construct < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 15-TX-a - Air Permit - Permit to Construct 15TXAAirPermitPermitToConstruct (1).pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies Title 30 of the Texas Administrative Code 30 TAC 116.114 30 TAC 39.418 30 TAC 39.604 30 TAC 39.605 30 TAC 39.409 30 TAC 116.136 30 TAC 55.254 30 TAC 116.136 30 TAC 116.137 Triggers None specified Click "Edit With Form" above to add content 15TXAAirPermitPermitToConstruct (1).pdf 15TXAAirPermitPermitToConstruct (1).pdf 15TXAAirPermitPermitToConstruct (1).pdf Error creating thumbnail: Page number not in range.

180

File:03-TX-g - Lease of Relinquishment Act Lands.pdf | Open Energy  

Open Energy Info (EERE)

-TX-g - Lease of Relinquishment Act Lands.pdf -TX-g - Lease of Relinquishment Act Lands.pdf Jump to: navigation, search File File history File usage Metadata File:03-TX-g - Lease of Relinquishment Act Lands.pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Go to page 1 2 Go! next page → next page → Full resolution ‎(1,275 × 1,650 pixels, file size: 82 KB, MIME type: application/pdf, 2 pages) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 11:49, 29 July 2013 Thumbnail for version as of 11:49, 29 July 2013 1,275 × 1,650, 2 pages (82 KB) Apalazzo (Talk | contribs) 14:43, 26 July 2013 Thumbnail for version as of 14:43, 26 July 2013 1,275 × 1,650, 2 pages (82 KB) Apalazzo (Talk | contribs)

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


181

Synthesis of super plasticizer NF-30 from coal coking by product washing oil and performance analysis  

Science Journals Connector (OSTI)

Super plasticizer was synthesized by using coal coking by product washing oil and industrial naphthalene....2 in exhaust (20%). Compared with NF, NF-30 have some advantages in lower cost, high water reducing rate...

Zifang Xu ???; Mingxu Zhang; Wenpei Hu

2013-10-01T23:59:59.000Z

182

Sandia National Laboratories: one-pot wash-free process for switchgras...  

NLE Websites -- All DOE Office Websites (Extended Search)

one-pot wash-free process for switchgrass ionic liquid pretreatment and saccharification One-Pot-to-Prep Biomass for Biofuels On September 10, 2013, in Biofuels, Biomass, Energy,...

183

Effect of washing with tap and treated seawater on the quality of whole scad (Trachurus trachurus)  

Science Journals Connector (OSTI)

The effects of washing whole scad (Trachurus trachurus) with fresh water and seawater were evaluated. Fish evaluations for 12 days of storage in ice included sensory (EU and the... Pseudomonas...]. The main concl...

Patrícia Inácio; Fernando Bernardo…

2003-11-01T23:59:59.000Z

184

Removal of \\{PAHs\\} with surfactant-enhanced soil washing: Influencing factors and removal effectiveness  

Science Journals Connector (OSTI)

PAH removal with surfactant enhanced washing was investigated through a series of laboratory tests to examine the effect of stirring speed, washing time, surfactant concentration, liquid/solid ratio, temperature, and on-and-off mode. The first four factors show significant influence on the PAH removal while the latter two do not. Total removal ratio and a new proposed parameter, solubilization percentage, are used to evaluate the effectiveness quantitatively.

Sheng Peng; Wei Wu; Jiajun Chen

2011-01-01T23:59:59.000Z

185

A-type granites and related rocks: Petrogenesis and classification  

Science Journals Connector (OSTI)

Abstract The problems of identification of A-type granitoids are analyzed. These rocks occur in different geodynamic settings. Owing to their mantle nature, they show distinct REE specialization. These are acid intrusive rocks, whose volcanic products are of crucial scientific and practical significance. However, neither the great number of proposed classification schemes and diagrams, including those based on expensive analytical data, nor hot scientific discussions of their identification and the ambiguity of the term A-granitoids helped to determine their classification features in full measure. A principally new discriminant diagram is proposed for the classification of igneous A-type rocks, based on the analysis of earlier obtained results and the petrochemical composition of these rocks. A comparative analysis of subdivision of granites and related felsic volcanic rocks (SiO2 > 67 wt.%), based on the ternary (Na2O + K2O)–Fe2O3* × 5–(CaO + MgO) × 5 and other widely applied diagrams, has shown the advantage of the proposed discriminant diagram for the classification of A-type granitoids from different geodynamic settings.

A.V. Grebennikov

2014-01-01T23:59:59.000Z

186

The integration of innovative technologies into a physical-separation-based soil washing system  

SciTech Connect

An innovative system`s approach to the treatment of soils at the Fernald Environmental Management Project (FEMP) has been proposed to effectively and cost competitively treat a significant mass of soil. The use of an integrated soil treatment system to decontaminate FEMP soils is a unique application of the soil washing technology. Due to the unfavorable soil particle size distribution and the ubiquitous distribution of uranium among these particle size fractions, conventional soil washing processes commonly used on predominantly sandy soils alone may not achieve the desirable waste minimization level without the inclusion of innovative technologies. This objective of this paper is to briefly describe the physical separation and chemical extraction process commonly used in soil washing operation and to present the baseline soil washing approach used on FEMP soils. Noting the successful and not-so-successful processes within the soil washing operation at the FEMP, a proposed innovative system`s approach to treating FEMP soils will be described. This system`s approach will integrate a conventional soil washing operation with proposed innovative technologies.

Krstich, M.A.

1995-11-01T23:59:59.000Z

187

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Rick Dunst Rick Dunst Project Manager National Energy Technology Laboratory 626 Cochrans Mill Road P.O. Box 10940 MS 922-273C Pittsburgh, PA 15236-0940 412-386-6694 richard.dunst@netl.doe.gov Felicia Manciu Principal Investigator University of Texas at El Paso 500 West University Avenue El Paso, TX 79968-8900 915-747-5715 fsmanciu@utep.edu PROJECT DURATION Start Date 01/15/2009 End Date 12/15/2013 COST Total Project Value $249,546 DOE/Non-DOE Share $249,546 / $0

188

Tank 241-TX-104, cores 230 and 231 analytical results for the final report  

SciTech Connect

This document is the analytical laboratory report for tank 241-TX-104 push mode core segments collected between February 18, 1998 and February 23, 1998. The segments were subsampled and analyzed in accordance with the Tank 241-TX-104 Push Mode Core Sampling and Analysis Plan (TSAP) (McCain, 1997), the Data Quality Objective to Support Resolution of the Organic Complexant Safety Issue (Organic DQO) (Turner, et al., 1995) and the Safety Screening Data Quality Objective (DQO) (Dukelow, et.al., 1995). The analytical results are included in the data summary table. None of the samples submitted for Differential Scanning Calorimetry (DSC) and Total Alpha Activity (AT) exceeded notification limits as stated in the TSAP. The statistical results of the 95% confidence interval on the mean calculations are provided by the Tank Waste Remediation Systems Technical Basis Group in accordance with the Memorandum of Understanding (Schreiber, 1997) and are not considered in this report. Appearance and Sample Handling Attachment 1 is a cross reference to relate the tank farm identification numbers to the 222-S Laboratory LabCore/LIMS sample numbers. The subsamples generated in the laboratory for analyses are identified in these diagrams with their sources shown. Core 230: Three push mode core segments were removed from tank 241-TX-104 riser 9A on February 18, 1998. Segments were received by the 222-S Laboratory on February 19, 1998. Two segments were expected for this core. However, due to poor sample recovery, an additional segment was taken and identified as 2A. Core 231: Four push mode core segments were removed from tank 241-TX-104 riser 13A between February 19, 1998 and February 23, 1998. Segments were received by the 222-S Laboratory on February 24, 1998. Two segments were expected for this core. However, due to poor sample recovery, additional segments were taken and identified as 2A and 2B. The TSAP states the core samples should be transported to the laboratory within three calendar days from the time each segment is removed from the tank; this requirement was not met for the segments from Core 231.

Diaz, L.A.

1998-07-07T23:59:59.000Z

189

The influence of littoral zone structural complexity on fish assemblages in Lake Conroe, TX  

E-Print Network (OSTI)

1999 Major Subject: Wildlife and Fisheries Science ABSTRACT The Influence of Littoral Zone Structural Complexity on Fish Assemblages in Lake Conroe, TX. (May 1999) Perry Felix Trial, B. A. , Austin College Chair of Advisory Committee: Dr. Frances... 6. 3626 6. 1100 5, 24 0. 0047 1. 61 0. 1551 1. 04 0, 4095 Season Habitat Error x Season 3 9 32 879. 134 15. 7056 3. 8325 229. 38 4. 10 0. 0001 0. 001 012 0. 1 E 0. 06 E 006 u 0. 04 IP ru 0. 02 012 01 E o. os E 0. 06 a 0...

Trial, Perry Felix

2012-06-07T23:59:59.000Z

190

The partitioning and modelling of pesticide parathion in a surfactant-assisted soil-washing system  

Science Journals Connector (OSTI)

Soil sorption of organic pollutants has long been a problematic in the soil washing process because of its durability and low water solubility. This paper discussed the soil washing phenomena over a wide range of parathion concentrations and several soil samples at various fractions of organic content (foc) levels. When parathion dosage is set below the water solubility, washing performance is stable for surfactant concentrations above critical micelle concentration (cmc) and it is observed that more than 90% of parathion can be washed out when dosage is five times lower than the solubility limit. However, such trends change when non-aqueous phase liquids (NAPL) is present in the system. Parathion extraction depends very much on the surfactant dosage but is not affected by the levels of foc in the system. In between the extreme parathion dosage, a two-stage pattern is observed in these boundary regions. Washing performance is first increased with additional surfactant, but the increase slows down gradually since the sorption sites are believed to be saturated by the huge amount of surfactant in the system. A mathematical model has included foc to demonstrate such behavior and this can be used as a prediction for extraction.

W. Chu; K.H. Chan; W.K. Choy

2006-01-01T23:59:59.000Z

191

Washing and alkaline leaching of Hanford tank sludges: A status report  

SciTech Connect

Because of the assumed high cost of high-level waste (HLW) immobilization and disposal, pretreatment methods are being developed to minimize the volume of HLW requiring vitrification. Pacific Northwest Laboratory (PNL) is investigating several options for pretreating the radioactive wastes stored in underground tanks at the Hanford Site. The pretreatment methods under study for the tank sludges include: (1) simply washing the sludges with dilute NaOH, (2) performing caustic leaching (as well as washing) to remove certain wash components, and (3) dissolving the sludges in acid and extracting key radionuclides from the dissolved sludge solutions. The data collected in this effort will be used to support the March 1998 decision on the extent of pretreatment to be performed on the Hanford tank sludges. This document describes sludge washing and caustic leaching tests conducted in FY 1994. These tests were performed using sludges from single-shell tanks (SST) B-201 and U-110. A summary is given of all the sludge washing and caustic leaching studies conducted at PNL in the last few years.

Lumetta, G.J.; Rapko, B.M.

1994-09-01T23:59:59.000Z

192

Analysis Of Macroscopic Fractures In Granite In The Hdr Geothermal Well  

Open Energy Info (EERE)

Macroscopic Fractures In Granite In The Hdr Geothermal Well Macroscopic Fractures In Granite In The Hdr Geothermal Well Eps-1, Soultz-Sous-Forets, France Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Journal Article: Analysis Of Macroscopic Fractures In Granite In The Hdr Geothermal Well Eps-1, Soultz-Sous-Forets, France Details Activities (0) Areas (0) Regions (0) Abstract: An exhaustive analysis of 3000 macroscopic fractures encountered in the geothermal Hot Dry Rock borehole, EPS-1, located inside the Rhine graben (Soultz-sous-Forets, France), was done on a continuous core section over a depth interval from 1420 to 2230 m: 97% of the macroscopic structures were successfully reorientated with a good degree of confidence by comparison between core and acoustic borehole imagery. Detailed structural analysis of the fracture population indicates that fractures are

193

Granite Creek Hot Spring Pool & Spa Low Temperature Geothermal Facility |  

Open Energy Info (EERE)

Granite Creek Hot Spring Pool & Spa Low Temperature Geothermal Facility Granite Creek Hot Spring Pool & Spa Low Temperature Geothermal Facility Facility Granite Creek Hot Spring Sector Geothermal energy Type Pool and Spa Location Teton County, Wyoming Coordinates 43.853632°, -110.6314491° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[]}

194

Experimental Breeder Reactor-II Primary Tank System Wash Water Workshop  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

Pre-Developmental Pre-Developmental INL EBR-II Wash Water Treatment Technologies (PBS # ADSHQTD0100 (0003199)) EBR-II Wash Water Workshop - The majority of the sodium has been removed, remaining material is mostly passivated. Similar closure projects have been successfully completed. Engineering needs to be developed to apply the OBA path. Page 1 of 2 Idaho National Laboratory Idaho Experimental Breeder Reactor-II Primary Tank System Wash Water Workshop Challenge In 1994 Congress ordered the shutdown of the Experimental Breeder Reactor-II (EBR-II) and a closure project was initiated. The facility was placed in cold shutdown, engineering began on sodium removal, the sodium was drained in 2001 and the residual sodium chemically passivated to render it less reactive in 2005. Since that time, approximately 700 kg of metallic sodium and 3500 kg of sodium bicarbonate remain in the facility. The

195

Washing and Caustic Leaching of Hanford Tank Sludge: Results of FY 1998 Studies  

SciTech Connect

Sludge washing and parametric caustic leaching tests were performed on sludge samples tiom five Hanford tanks: B-101, BX-1 10, BX-112, C-102, and S-101. These studies examined the effects of both dilute hydroxide washing and caustic leaching on the composition of the residual sludge solids. ` Dilute hydroxide washing removed from <1 to 25% of the Al, -20 to 45% of the Cr, -25 to 97% of the P, and 63 to 99% of the Na from the Hdord tank sludge samples examined. The partial removal of these elements was likely due to the presence of water-soluble sodium salts of aluminate, chromate, hydroxide, nitrate, nitrite, and phosphate, either in the interstitial liquid or as dried salts.

GJ Lumetta; BM Rapko; J Liu; DJ Temer; RD Hunt

1998-12-11T23:59:59.000Z

196

Tank 241-TX-118, core 236 analytical results for the final report  

SciTech Connect

This document is the analytical laboratory report for tank 241-TX-118 push mode core segments collected between April 1, 1998 and April 13, 1998. The segments were subsampled and analyzed in accordance with the Tank 241-TX-118 Push Mode Core sampling and Analysis Plan (TSAP) (Benar, 1997), the Safety Screening Data Quality Objective (DQO) (Dukelow, et al., 1995), the Data Quality Objective to Support Resolution of the Organic Complexant Safety Issue (Organic DQO) (Turner, et al, 1995) and the Historical Model Evaluation Data Requirements (Historical DQO) (Sipson, et al., 1995). The analytical results are included in the data summary table (Table 1). None of the samples submitted for Differential Scanning Calorimetry (DSC) and Total Organic Carbon (TOC) exceeded notification limits as stated in the TSAP (Benar, 1997). One sample exceeded the Total Alpha Activity (AT) analysis notification limit of 38.4{micro}Ci/g (based on a bulk density of 1.6), core 236 segment 1 lower half solids (S98T001524). Appropriate notifications were made. Plutonium 239/240 analysis was requested as a secondary analysis. The statistical results of the 95% confidence interval on the mean calculations are provided by the Tank Waste Remediation Systems Technical Basis Group in accordance with the Memorandum of Understanding (Schreiber, 1997) and are not considered in this report.

ESCH, R.A.

1998-11-19T23:59:59.000Z

197

File:03-TX-f - Lease of Land Trade Lands.pdf | Open Energy Information  

Open Energy Info (EERE)

f - Lease of Land Trade Lands.pdf f - Lease of Land Trade Lands.pdf Jump to: navigation, search File File history File usage Metadata File:03-TX-f - Lease of Land Trade Lands.pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Full resolution ‎(1,275 × 1,650 pixels, file size: 42 KB, MIME type: application/pdf) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 13:54, 26 July 2013 Thumbnail for version as of 13:54, 26 July 2013 1,275 × 1,650 (42 KB) Apalazzo (Talk | contribs) You cannot overwrite this file. Edit this file using an external application (See the setup instructions for more information) File usage The following page links to this file: GRR/Section 3-TX-f - Lease of Land Trade Lands

198

Strain rate-dependent failure of Westerly Granite at 100 MPa  

E-Print Network (OSTI)

is obviously increased by a decrease in the applied strain rate, it is not affected, at constant strain rate, by an increase in temoerature to failure in the at least 600'C. The activation energy estimated for temperature range 24' to 300'C is 14 kcal.... Stress-strajn rurves for Westerly granite, & = 3 x 10 s , T = 24', 200', and 300'C 29 Figure 13 Stress-strain curves for T = 300'C, c = 3 x 10 and 2. 8 x 10 s Westerly granite, x 10 , x 10 -5 , -6 30 PAGE Figure 14. Figure 15. Test...

Harris, William Joseph

2012-06-07T23:59:59.000Z

199

Uranium in the Oatman Creek granite of Central Texas and its economic potential  

E-Print Network (OSTI)

granitic rocks are enriched in uranium. Although at present uranium in granites cannot b compared w1th the h1gh grade concentrat1ons of uran1um in sedimentary rocks, as these h1gh grade ore deposits become depleted, however, gr anites will become a..., however, the need to explore for new materials containing uranium will incr ease as the high grade sedimentary uranium deposits become depleted. A logical place to begin this search lies with the source rock for many of the known sedimentary uranium...

Conrad, Curtis Paul

2012-06-07T23:59:59.000Z

200

DOE Announces Additional Tour Seats Available: Tours of B Reactor at the Hanford Site Begin and End in Richland, Wash.  

Energy.gov (U.S. Department of Energy (DOE))

RICHLAND, Wash. – The U.S. Department of Energy (DOE) has made additional seats available for tours of the B Reactor National Historic Landmark this July and August.

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


201

The potential use of surfactant and cosolvent soil washing as adjuvant for in-situ aquifer restoration.  

E-Print Network (OSTI)

??The use of surfactant and aqueous cosolvent soil washing for the restoration of contaminated aquifers was investigated by laboratory experimentation and literature review. The effect… (more)

Ziegenfuss, Philip Scott

1988-01-01T23:59:59.000Z

202

C-104 high-level waste solids: Washing/leaching and solubility versus temperature studies  

SciTech Connect

This report describes the results of a test conducted by Battelle to assess the effects of inhibited water washing and caustic leaching on the composition of the C-104 HLW solids. The objective of this work was to determine the composition of the C-104 solids remaining after washing with 0.01 M NaOH or leaching with 3 M NaOH. Another objective of this test was to determine the solubility of the C-104 solids as a function of temperature. The work was conducted according to test plan BNFL-TP-29953-8, Rev. 0, ``Determination of the Solubility of HLW Sludge Solids.

GJ Lumetta; DJ Bates; JP Bramson; LP Darnell; OT Farmer III; SK Fiskum; LR Greenwood; FV Hoopes; CZ Soderquist; MJ Steele; RT Steele; MW Urie; JJ Wagner

2000-05-17T23:59:59.000Z

203

Soil clean-up by surfactant washing. I. Laboratory results and mathematical modeling  

SciTech Connect

The removal of weathered-in PCBs from clayey soil by surfactant washing is demonstrated at bench scale. Spent surfactant solution was treated for recycle at bench scale by countercurrent liquid-liquid extraction for the removal of nonvolatile contaminants, and by thin film aeration in packed columns for removal of volatile organics. A correlation of micelle/water partition coefficients with octanol/water partition coefficients reported earlier by Valsaraj et al. is extended to several additional compounds. Mathematical models for batch-batch, batch-continuous flow, and countercurrent flow surfactant soil washing are described, and the effects of the model parameters are discussed.

Clarke, A.N.; Plumb, P.D.; Subramanyan (Eckenfelder, Inc., Nashville, TN (USA)); Wilson D.J. (Vanderbilt Univ., Nashville, TN (USA))

1991-01-01T23:59:59.000Z

204

Laboratory measurement of hydrodynamic saline dispersion within a micro-fracture network induced in granite  

E-Print Network (OSTI)

Laboratory measurement of hydrodynamic saline dispersion within a micro-fracture network induced plug of Ailsa Craig micro-granite by thermal stressing, to produce an isotropic network of fractures number­dispersion relationship for the micro-fracture network is very similar to that predicted for other

205

Late-Stage Mafic Injection and Thermal Rejuvenation of the Vinalhaven Granite,  

E-Print Network (OSTI)

Late-Stage Mafic Injection and Thermal Rejuvenation of the Vinalhaven Granite, Coastal Maine R. A and reaction, indicating that the porphyry was well stirred. Thermal rejuvenation of a silicic crystal mush, along with thermal calculations, suggest that cooling and crystallization of coeval mafic magma could

Mcdonough, William F.

206

Lithium isotopic systematics of granites and pegmatites from the Black Hills, South Dakota  

E-Print Network (OSTI)

Lithium isotopic systematics of granites and pegmatites from the Black Hills, South Dakota Fang compositions may reflect Li isotopic fractionation resulting from extensive crystal-melt fractionation. Lithium fractionation in the near­surface environment of > 60 (Tomascak, 2004). Lithium isotopic fractionation has been

Rudnick, Roberta L.

207

Asymptotic Analysis of Cross-Hole Hydraulic Tests in Fractured Granite  

E-Print Network (OSTI)

Asymptotic Analysis of Cross-Hole Hydraulic Tests in Fractured Granite by Walter A. Illman1 hydraulic conductivity and specific storage. Introduction Well test analyses in porous and fractured for the interpretation of three-dimensional pneumatic well tests conducted in porous or fractured geologic media, which

Daniels, Jeffrey J.

208

GEOLOGY IN THE VICINITY OF THE HODGES COMPLEX AND THE TYLER LAKE GRANITE, WEST TORRINGTON, CONNECTICUT  

E-Print Network (OSTI)

, CONNECTICUT Charles Merguerian, Geology Department 114 Hofstra University, Hempstead, NY 11549 Email: Charles workers in western Connecticut have noted the abundance of Proterozoic Y gneiss and autochthonous lower Torrington, Connecticut, the Hodges mafic- ultramafic complex and the Tyler Lake granite are the products

Merguerian, Charles

209

Heat refraction and heat production in and around granite plutons in north-east England  

Science Journals Connector (OSTI)

......be expected from radiogenic heating in the granites which intrude...important concentrations in the district. 454 References Beck, A...Pleistocene climatic variations upon geothermal gradients, Am. J. Sci...155-173 in Seminar on Geothermal Energy, Commission of the......

P. C. England; E. R. Oxburgh; S. W. Richardson

1980-08-01T23:59:59.000Z

210

Mapping brittle fracture zones in three dimensions: high resolution traveltime seismic tomography in a granitic pluton  

Science Journals Connector (OSTI)

......Company's Uranium mine restoration programme (ENRESA...studying the resolving power of a broad variety of...to study its resolving power we have performed several...Carmichael R.S. , 1982. Handbook of Physical Properties...prediction of the fracture system in the Albal granitic......

D. Martí; R. Carbonell; A. Tryggvason; J. Escuder; A. Pérez-Estaún

2002-04-01T23:59:59.000Z

211

Washing out of the 0-transition in Josephson junctions R. Avriller1  

E-Print Network (OSTI)

Washing out of the 0- transition in Josephson junctions R. Avriller1 and F. Pistolesi1 1 Univ: July 21, 2014) We consider a Josephson junction formed by a quantum dot connected to two bulk numbers: 73.23.-b, 74.25.F-, 74.50.+r, 74.45.+c Introduction.-- The Josephson junction is a fun- damental

Boyer, Edmond

212

Preliminary gravity and magnetic models across Midway Valley and Yucca Wash, Yucca Mountain, Nevada  

SciTech Connect

Detailed gravity and ground magnetic data collected along ten traverses across Midway Valley and Yucca Wash on the eastern flank of Yucca Mountain in southwest Nevada are interpreted. These data were collected as part of an effort to evaluate faulting in the vicinity of proposed surface facilities for a potential nuclear waste repository at Yucca Mountain. Geophysical data show that Midway Valley is bounded by large gravity and magnetic anomalies associated with the Bow Ridge and Paintbrush Canyon faults, on the west side of Exile Hill and on the west flank of Fran Ridge, respectively. In addition, Midway Valley itself is characterized by a number of small-amplitude anomalies that probably reflect small-scale faulting beneath Midway Valley. Gravity and magnetic data across the northwest trending Yucca Wash and the inferred Yucca Wash fault indicate no major vertical offsets greater than 100 m using a density contrast of 0.2 to 0.3 g/cm{sup 3} along the proposed Yucca Wash fault. In addition, a broad magnetic high coincides with the approximate location of the hydrologic gradient and probably reflects moderately magnetic Topopah Spring Tuff or lavas in the Calico Hills Formation.

Ponce, D.A.; Langenheim, V.E.

1994-12-31T23:59:59.000Z

213

Advanced Sediment Washing for Decontamination of New York/New Jersey Harbor Dredged Materials  

E-Print Network (OSTI)

1 Advanced Sediment Washing for Decontamination of New York/New Jersey Harbor Dredged Materials Sediment Issue One of the greatest drivers for maintaining access to America's intermodal ports and related of contaminated sediments dredged from our nations waterways. More than 400 million cubic yards (CY) of sediments

Brookhaven National Laboratory

214

Comparison of soil washing using conventional surfactant solutions and colloidal gas aphron suspensions  

SciTech Connect

Surfactants have proven to be an effective way of augmenting the removal and mobilization of organics from contaminated soil. A more recent and innovative technology to aid the removal of contaminants from soil is the use of colloidal gas aphron (CGA) suspensions. The performance of CGAs and surfactant solutions in washing soils contaminated with 2,4-dichlorophenoxy acetic acid (2,4-D) was investigated and compared with the process of washing soils with aqueous solutions of surfactants as in conventional surfactant flushing. In general it was observed that there was no significant difference in the performance of the two processes of soil washing for a highly soluble compound like 2,4-D. However, the surfactant consumption per gram of 2,4-D recovered from the soil was higher for conventional washing than for CGA solutions. CGAs also had a significant advantage over surfactant solutions in that at low flow rates, the pumping of CGAs showed lower pressure drops across the soil column.

Roy, D.; Valsaraj, K.T.; Tamayo, A. (Louisiana State Univ., Baton Rouge (United States))

1992-10-01T23:59:59.000Z

215

Washing of field weathered crude oil contaminated soil with an environmentally compatible surfactant, alkyl polyglucoside  

Science Journals Connector (OSTI)

Weathered crude oil contaminated soils (COCSs), which are much more difficult to remediate than those freshly contaminated, are widespread especially at the sites of oil fields and industries. Surfactant enhanced ex situ soil washing could be used to remediate COCSs, but surfactant toxicity becomes one of the major concerns. In this study, a class of green surfactants, alkyl polyglucosides (APGs), were tested in washing the field weathered COCS with relatively high oil concentration (123 mg g?1 dry soil) from Jilin Oilfield, Northeastern China. APG1214, characterized with longer alkyl chain, was more effective than APG0810 in crude oil removal. Adding inorganic sodium salts into APG1214 solution further improved the crude oil removal efficiency (CORE). Washing parameters (temperature, washing time, agitation speed and solution/soil ratio) were investigated and further optimized integratedly with an orthogonal design. At the optimum conditions, the CORE reached 97%. GC/MS analysis showed that the proportion of small n-alkanes (C16–C23) in residual crude oil gradually increased, which was helpful to interpret the oil removal mechanism. Moreover, eminent effect on removal of large n-alkanes was achieved from the synergy between APG1214 and inorganic salts, which was opposite to the effect when they were added separately. This study demonstrated a promising way to remediate COCS with ecologically compatible surfactant and provided guidelines for its practical application.

Mei Han; Guodong Ji; Jinren Ni

2009-01-01T23:59:59.000Z

216

FRIED SCALLOPS Prepare an egg wash by beating 1 egg in 1/2  

E-Print Network (OSTI)

preference with salt and pepper. Dip scallop meats in egg wash, then coat with any prepared seafood breading and season with freshly ground pepper. *Recipe courtesy of Fresh from Florida Seafood. For more seafood recipes, visit http://www.fl-seafood.com. COLLECTING Scallops may be spotted on or near the bottom

Watson, Craig A.

217

Improvement of the Coal Ash Slagging Tendency by Coal Washing and Additive Blending with Mullite Generation  

Science Journals Connector (OSTI)

Four typical coals and two pretreatment methods were investigated to prevent slagging by facilitating mullite formation in coal ash at a high temperature. ... Both security and economy in power plant can be improved substantially as long as ash deposition and slagging tendency alleviated. ... Pilot-projects about coal washing and coal blending economic benefit are looking forward to put into practice. ...

Zhenyu Huang; Yan Li; Dan Lu; Zhijun Zhou; Zhihua Wang; Junhu Zhou; Kefa Cen

2013-03-11T23:59:59.000Z

218

Boyd et al., IEEE International Conference on Multimedia Systems 98, Austin, TX, June 1998 1 MPI-Video Infrastructure for Dynamic Environments  

E-Print Network (OSTI)

Boyd et al., IEEE International Conference on Multimedia Systems 98, Austin, TX, June 1998 1 MPI-Video Infrastructure for Dynamic Environments Je#11;rey E. Boyd #3; Edward Hunter Patrick H. Kelly Li-Cheng Tai Clifton. #12; Boyd et al., IEEE International Conference on Multimedia Systems 98, Austin, TX, June 1998 2

Boyd, Jeffrey E.

219

Chattanooga Eagle Ford Western Gulf TX-LA-MS Salt Basin Uinta Basin  

U.S. Energy Information Administration (EIA) Indexed Site

Western Western Gulf TX-LA-MS Salt Basin Uinta Basin Devonian (Ohio) Marcellus Utica Bakken*** Avalon- Bone Spring San Joaquin Basin Monterey Santa Maria, Ventura, Los Angeles Basins Monterey- Temblor Pearsall Tuscaloosa Big Horn Basin Denver Basin Powder River Basin Park Basin Niobrara* Mowry Niobrara* Heath** Manning Canyon Appalachian Basin Antrim Barnett Bend New Albany Woodford Barnett- Woodford Lewis Hilliard- Baxter- Mancos Excello- Mulky Fayetteville Floyd- Neal Gammon Cody Haynesville- Bossier Hermosa Mancos Pierre Conasauga Michigan Basin Ft. Worth Basin Palo Duro Basin Permian Basin Illinois Basin Anadarko Basin Greater Green River Basin Cherokee Platform San Juan Basin Williston Basin Black Warrior Basin A r d m o r e B a s i n Paradox Basin Raton Basin Montana Thrust Belt Marfa Basin Valley & Ridge Province Arkoma Basin Forest

220

Catching the fish - Constraining stellar parameters for TX Psc using spectro-interferometric observations  

E-Print Network (OSTI)

Stellar parameter determination is a challenging task when dealing with galactic giant stars. The combination of different investigation techniques has proven to be a promising approach. We analyse archive spectra obtained with the Short-Wavelength-Spectrometer (SWS) onboard of ISO, and new interferometric observations from the Very Large Telescope MID-infrared Interferometric instrument (VLTI/MIDI) of a very well studied carbon-rich giant: TX Psc. The aim of this work is to determine stellar parameters using spectroscopy and interferometry. The observations are used to constrain the model atmosphere, and eventually the stellar evolutionary model in the region where the tracks map the beginning of the carbon star sequence. Two different approaches are used to determine stellar parameters: (i) the 'classic' interferometric approach where the effective temperature is fixed by using the angular diameter in the N-band (from interferometry) and the apparent bolometric magnitude; (ii) parameters are obtained by fit...

Klotz, D; Hron, J; Aringer, B; Sacuto, S; Marigo, P; Verhoelst, T

2013-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


221

Albany, OR Anchorage, AK Morgantown, WV Pittsburgh, PA Sugar Land, TX Website: www.netl.doe.gov  

E-Print Network (OSTI)

Albany, OR · Anchorage, AK · Morgantown, WV · Pittsburgh, PA · Sugar Land, TX Website: www.netl-285-5437 briggs.white@netl.doe.gov Neil Nofziger Principal Investigator seM-coM company, Inc. 1040 North Westwood 304-285-4717 daniel.driscoll@netl.doe.gov PARTNERS University of Toledo Ceramatec, Inc. PROJECT

Azad, Abdul-Majeed

222

What: UHV Degree Information Session Where: UH System Cinco Ranch, 4242 S Mason Rd. Katy TX 77450  

E-Print Network (OSTI)

What: UHV Degree Information Session Where: UH System Cinco Ranch, 4242 S Mason Rd. Katy TX 77450 with times to suit most schedules, as well as online options. Admission to UHV is straightforward and free! Stop by to learn more about the programs UHV offers at the UHS Cinco Ranch (Katy) campus: Business

Azevedo, Ricardo

223

SLUDGE BATCH 7 (SB7) WASHING DEMONSTRATION TO DETERMINE SULFATE/OXALATE REMOVAL EFFICIENCY AND SETTLING BEHAVIOR  

SciTech Connect

To support Sludge Batch 7 (SB7) washing, a demonstration of the proposed Tank Farm washing operation was performed utilizing a real-waste test slurry generated from Tank 4, 7, and 12 samples. The purpose of the demonstration was twofold: (1) to determine the settling time requirements and washing strategy needed to bring the SB7 slurry to the desired endpoint; and (2) to determine the impact of washing on the chemical and physical characteristics of the sludge, particularly those of sulfur content, oxalate content, and rheology. Seven wash cycles were conducted over a four month period to reduce the supernatant sodium concentration to approximately one molar. The long washing duration was due to the slow settling of the sludge and the limited compaction. Approximately 90% of the sulfur was removed through washing, and the vast majority of the sulfur was determined to be soluble from the start. In contrast, only about half of the oxalate was removed through washing, as most of the oxalate was initially insoluble and did not partition to the liquid phase until the latter washes. The final sulfur concentration was 0.45 wt% of the total solids, and the final oxalate concentration was 9,900 mg/kg slurry. More oxalate could have been removed through additional washing, although the washing would have reduced the supernatant sodium concentration.The yield stress of the final washed sludge (35 Pa) was an order of magnitude higher than that of the unwashed sludge ({approx}4 Pa) and was deemed potentially problematic. The high yield stress was related to the significant increase in insoluble solids that occurred ({approx}8 wt% to {approx}18 wt%) as soluble solids and water were removed from the slurry. Reduction of the insoluble solids concentration to {approx}14 wt% was needed to reduce the yield stress to an acceptable level. However, depending on the manner that the insoluble solids adjustment was performed, the final sodium concentration and extent of oxalate removal would be prone to change. As such, the strategy for completing the final wash cycle is integral to maintaining the proper balance of chemical and physical requirements.

Reboul, S.; Click, D.; Lambert, D.

2010-12-10T23:59:59.000Z

224

Investigation of Rheological Impacts on Sludge Batch 3 as Insoluble Solids and Wash Endpoints are Adjusted  

SciTech Connect

The Defense Waste Processing Facility (DWPF) is currently processing and immobilizing radioactive sludge slurry into a durable borosilicate glass. The DWPF has already processed three sludge batches (Sludge Batch 1A, Sludge Batch 1B, and Sludge Batch 2) and is currently processing the fourth sludge batch (Sludge Batch 3). A sludge batch is defined as a single tank of sludge slurry or a combination of sludge slurries from different tanks that has been or will be qualified before being transferred to DWPF. As a part of the Sludge Batch 3 (SB3) qualification task, rheology measurements of the sludge slurry were requested at different insoluble solids loadings. These measurements were requested in order to gain insight into potential processing problems that may occur as the insoluble solids are adjusted up or down (by concentration or dilution) during the process. As a part of this study, a portion of the ''as received'' SB3 sample was washed with inhibited water (0.015 M NaOH and 0.015 M NaNO2) to target 0.5M Na versus a measured 1M Na in the supernate. The purpose of the ''washing'' step was to allow a comparison of the SB3 rheological data to the rheological data collected for Sludge Batch 2 (SB2) and to determine if there was a dependence of the yield stress and consistency as a function of washing. The ''as received'' SB3 rheology data was also compared to SB3 simulants prepared by the Simulant Development Program in order to provide guidance for selecting a simulant that is more representative of the rheological properties of the radioactive sludge slurry. A summary of the observations, conclusions are: (1) The yield stress and plastic viscosity increased as the weight percent insoluble solids were increased for the ''as received'' and ''washed'' SB3 samples, at a fixed pH. (2) For the same insoluble solids loading, the yield stress for the SB2 sample is approximately a factor of three higher than the ''as received'' SB3 sample. There also appears to be small difference in the plastic viscosity. This difference is probably due to the different Na concentrations of the slurries. (3) The yield stress for the SB2 sample at 17.5 wt. % insoluble solids loading is four times higher than the ''washed'' SB3 sample at 16.5 wt. % insoluble solids. There also appears to be small difference in the plastic viscosity. The differences for the yield stress and consistency can be explained by the differences in the Fe and Na concentrations of the sludge slurry and the anion concentrations of the resulting supernates. (4) The rheological properties (i.e. yield stress and plastic viscosity), as the insoluble solids are adjusted, for the ''as received'' and ''washed'' SB3 samples are different. The plastic viscosity curve for the ''as received'' SB3 sample was higher than the plastic viscosity curve for SB3 ''washed'' sample. The yield stress curve for the ''washed'' SB3 sample is slightly lower than the ''as received'' SB3 sample up until {approx}19 wt. % insoluble solids. The ''washed'' SB3 sample then exceeds the yield stress curve for the ''as received'' SB3 sample. This rheological behavior is probably due to the difference in the Na concentration of the supernate for the samples. (5) No unusual behavior, such as air entrainment, was noted for the ''as received'' SB3 sample. (6) The observed physical properties of the SB3 sample changed after washing. The ''washed'' SB3 sample entrained air readily at higher insoluble solids loadings (i.e. 14.1, 16.5, 19.5 wt. %) as it did for SB2. The air entrainment appeared to dissipate for the SB3 sample at the lower insoluble solids loadings (i.e. 9.7 and 11.7 wt. %). (7) The physical behavior of SB3 can be influenced by controlling the Na concentration in the supernate and the wt. % insoluble solids. The cause for the air entrainment in the ''washed'' SB3 sample could be due to a change in the particle size during the washing step. (8) The SB3 simulants prepared for the Simulant Development Program were approximately a factor of 1.6 to 4 times higher for yield stress and 2.6 to 4 times higher

Fellinger, T. L.

2005-07-12T23:59:59.000Z

225

WashWise cleans up the Northwest: Lessons learned from the Northwest high-efficiency clothes washer initiative  

SciTech Connect

WashWise is a regional market transformation program designed to promote the sale and acceptance or resource-efficient clothes washers (RECWs) in the Northwest through financial incentives, education, and marketing. The Program is sponsored by the Northwest Energy Efficiency Alliance (the Alliance), a non-profit regional consortium of utilities, government, public interest groups, and private sector organizations. WashWise started in May 1997 and will continue through the end of 1999. WashWise works to transform the clothes washer market primarily at the retail level through an in-store instant rebate and a retailer bonus. In addition to financial incentives, WashWise has undertaken a collaborative marketing and promotional campaign to educate consumers about the financial savings and other benefits of RECWs. The program promotes only RECWs that meet strict energy and water savings criteria. WashWise has far exceeded initial expectations; annual program sales goals were met in the first three months. As of June 1998, 30,000 RECWs have been sold through the program (representing approximately 13 percent of the Northwest residential clothes washer market). In addition, over 540 retailers, including national and regional chains, are participating in the program. Preliminary survey results also have also provided evidence of broad customer satisfaction. This paper reviews the key elements that have contributed to the success of the WashWise program. In addition, the paper provides program results and indicates future directions for WashWise and the RECW market.

Gordon, L.M.; Banks, D.L.; Brenneke, M.E.

1998-07-01T23:59:59.000Z

226

Investigating the effect of using granite and marble as a building material on the radiation exposure of humans  

Science Journals Connector (OSTI)

......commercial granites. Thorium, uranium and potassium concentrations...petrologic features(20-22); Uranium tends to be highly mobile near the surface, whereas thorium is relatively stable. Uranium is easily oxidised to a water-soluble......

Y. Y. Ebaid; W. F. Bakr

2012-09-01T23:59:59.000Z

227

Hydrothermal alteration of late-to post-tectonic Lyon Mountain Granitic Gneiss, Adirondack Mountains, New York: Origin of  

E-Print Network (OSTI)

that they represent partially crystallized granitic anatectites depleted in alkali elements by acidic hydrothermal- or Olympic Dam-type characterized by elevated concentrations of rare earth elements (REE), uranium, gold

Soja, Constance M.

228

Semi-Analytic Stereological Analysis of Waste Package/Fracture Intersections in a Granitic Rock Nuclear Waste Repository  

Science Journals Connector (OSTI)

In Sweden, spent nuclear fuel is planned to be placed in copper/iron canisters and deposited at a depth of approximately 500 m in granitic rock. Earthquakes may induce secondary shear movements in fractures in...

Allan Hedin

2008-08-01T23:59:59.000Z

229

C-106 High-Level Waste Solids: Washing/Leaching and Solubility Versus Temperature Studies  

SciTech Connect

This report describes the results of a test conducted by Battelle to assess the effects of inhibited water washing and caustic leaching on the composition of the Hanford tank C-106 high-level waste (HLW) solids. The objective of this work was to determine the composition of the C-106 solids remaining after washing with 0.01M NaOH or leaching with 3M NaOH. Another objective of this test was to determine the solubility of various C-106 components as a function of temperature. The work was conducted according to test plan BNFL-TP-29953-8,Rev. 0, Determination of the Solubility of HLW Sludge Solids. The test went according to plan, with only minor deviations from the test plan. The deviations from the test plan are discussed in the experimental section.

GJ Lumetta; DJ Bates; PK Berry; JP Bramson; LP Darnell; OT Farmer III; LR Greenwood; FV Hoopes; RC Lettau; GF Piepel; CZ Soderquist; MJ Steele; RT Steele; MW Urie; JJ Wagner

2000-01-26T23:59:59.000Z

230

Extraction agents for the removal of polycyclic aromatic hydrocarbons (PAHs) from soil in soil washing technologies  

Science Journals Connector (OSTI)

Abstract Polycyclic aromatic hydrocarbons (PAHs) in soil have been recognised as a serious health and environmental issue due to their carcinogenic, mutagenic and teratogenic properties. One of the commonly employed soil remediation techniques to clean up such contamination is soil washing or solvent extraction. The main factor which governs the efficiency of this process is the solubility of \\{PAHs\\} in the extraction agent. Past field-scale soil washing treatments for PAH-contaminated soil have mainly employed organic solvents or water which is either toxic and costly or inefficient in removing higher molecular weight PAHs. Thus, the present article aims to provide a review and discussion of the alternative extraction agents that have been studied, including surfactants, biosurfactants, microemulsions, natural surfactants, cyclodextrins, vegetable oil and solution with solid phase particles. These extraction agents have been found to remove \\{PAHs\\} from soil at percentages ranging from 47 to 100% for various PAHs.

Ee Von Lau; Suyin Gan; Hoon Kiat Ng; Phaik Eong Poh

2014-01-01T23:59:59.000Z

231

Safety evaluation of the ESP sludge washing baselines runs. Revision 2  

SciTech Connect

Purpose is to provide the technical basis for evaluation of unreviewed safety question for the Extended Sludge Processing (ESP) Sludge Washing Baseline Runs, which are necessary to resolve technical questions associated with process control (sludge suspension, sludge settling, heat transfer, temperature control). The sludge is currently stored in below-ground tanks and will be prepared for processing at the Defense Waste Processing Facility as part of the Integrated Waste Removal Program for Savannah River Site.

Gupta, M.K.

1993-12-31T23:59:59.000Z

232

Extensive separations (CLEAN) processing strategy compared to TRUEX strategy and sludge wash ion exchange  

SciTech Connect

Numerous pretreatment flowsheets have been proposed for processing the radioactive wastes in Hanford`s 177 underground storage tanks. The CLEAN Option is examined along with two other flowsheet alternatives to quantify the trade-off of greater capital equipment and operating costs for aggressive separations with the reduced waste disposal costs and decreased environmental/health risks. The effect on the volume of HLW glass product and radiotoxicity of the LLW glass or grout product is predicted with current assumptions about waste characteristics and separations processes using a mass balance model. The prediction is made on three principal processing options: washing of tank wastes with removal of cesium and technetium from the supernatant, with washed solids routed directly to the glass (referred to as the Sludge Wash C processing strategy); the previous steps plus dissolution of the solids and removal of transuranic (TRU) elements, uranium, and strontium using solvent extraction processes (referred to as the Transuranic Extraction Option C (TRUEX-C) processing strategy); and an aggressive yet feasible processing strategy for separating the waste components to meet several main goals or objectives (referred to as the CLEAN Option processing strategy), such as the LLW is required to meet the US Nuclear Regulatory Commission Class A limits; concentrations of technetium, iodine, and uranium are reduced as low as reasonably achievable; and HLW will be contained within 1,000 borosilicate glass canisters that meet current Hanford Waste Vitrification Plant glass specifications.

Knutson, B.J.; Jansen, G.; Zimmerman, B.D.; Seeman, S.E. [Westinghouse Hanford Co., Richland, WA (United States); Lauerhass, L.; Hoza, M. [Pacific Northwest Lab., Richland, WA (United States)

1994-08-01T23:59:59.000Z

233

Crude oil contaminated soil washing in air sparging assisted stirred tank reactor using biosurfactants  

Science Journals Connector (OSTI)

This study investigated the removal of crude oil from soil using air sparging assisted stirred tank reactors. Two surfactants (rhamnolipid and sodium dodecyl sulfate, SDS) were tested and the effects of different parameters (i.e. temperature, surfactant concentrations, washing time, volume/mass ratio) were investigated under varying washing modes namely, stirring only, air sparging only and the combination of stirring and air sparging. The results showed that SDS removed more than 80% crude oil from non-weathered soil samples, whist rhamnolipid showed similar oil removal at the third and fourth levels of the parameters tested. The oil removal ability of the seawater prepared solutions were better than those of the distilled water solutions at the first and second levels of temperature and concentration of surfactant solutions. This approach of soil washing was noted to be effective in reducing the amount of oil in soil. Therefore we suggested that a field scale test be conducted to assess the efficiency of these surfactants.

Kingsley Urum; Turgay Pekdemir; David Ross; Steve Grigson

2005-01-01T23:59:59.000Z

234

Soil washing as a potential remediation technology for contaminated DOE sites  

SciTech Connect

Frequently detected contaminants at US Department of Energy (DOE) sites include radionuclides, heavy metals, and chlorinated hydrocarbons. Remediation of these sites requires application of several technologies used in concert with each other, because no single technology is universally applicable. Special situations, such as mixed waste, generally require innovative technology development. This paper, however, focuses on contaminated soils, for which soil washing and vitrification technologies appear to have wide ranging application potential. Because the volumes of contaminated soils around the DOE complex are so large, soil washing can offer a potentially inexpensive way to effect remediation or to attain waste volume reduction. As costs for disposal of low-level and mixed wastes continue to rise, it is likely that volume-reduction techniques and in-situ containment techniques will become increasingly important. This paper reviews the status of the soil washing technology, examines the systems that are currently available, and discusses the potential application of this technology to some DOE sites, with a focus on radionuclide contamination and, primarily, uranium-contaminated soils

Devgun, J.S.; Beskid, N.J. [Argonne National Lab., IL (United States); Natsis, M.E. [Princeton Univ., NJ (United States); Walker, J.S. [USDOE, Washington, DC (United States)

1993-03-01T23:59:59.000Z

235

Soil washing as a potential remediation technology for contaminated DOE sites  

SciTech Connect

Frequently detected contaminants at US Department of Energy (DOE) sites include radionuclides, heavy metals, and chlorinated hydrocarbons. Remediation of these sites requires application of several technologies used in concert with each other, because no single technology is universally applicable. Special situations, such as mixed waste, generally require innovative technology development. This paper, however, focuses on contaminated soils, for which soil washing and vitrification technologies appear to have wide ranging application potential. Because the volumes of contaminated soils around the DOE complex are so large, soil washing can offer a potentially inexpensive way to effect remediation or to attain waste volume reduction. As costs for disposal of low-level and mixed wastes continue to rise, it is likely that volume-reduction techniques and in-situ containment techniques will become increasingly important. This paper reviews the status of the soil washing technology, examines the systems that are currently available, and discusses the potential application of this technology to some DOE sites, with a focus on radionuclide contamination and, primarily, uranium-contaminated soils

Devgun, J.S.; Beskid, N.J. (Argonne National Lab., IL (United States)); Natsis, M.E. (Princeton Univ., NJ (United States)); Walker, J.S. (USDOE, Washington, DC (United States))

1993-01-01T23:59:59.000Z

236

Microsoft Word - CX-LowerGranite-HatwaiAccessRoadImprovementFY13_WEB.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

9, 2012 9, 2012 REPLY TO ATTN OF: KEPR-Bell-1 SUBJECT: Environmental Clearance Memorandum Kristi Unholz Project Manager - TELF-TPP-3 Proposed Action: Improve the access road system in miles 4, 5, 16, 17, 18, and 30 of the Lower Granite-Hatwai transmission line PP&A Project No.: 2378 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3 Routine Maintenance. B1.13 Pathways, short access roads, and rail lines Location: As identified in table below: Lower Granite-Hatwai Access Road Project Location Township Range Section County, State mile 4 to mile 5 13N 43E 2 Whitman, WA mile 16 12N 45E 8 mile 17 12N 45E 17 mile 18 12N 45E 20 mile 30 36N 5W 19, 30 Nez Perce, ID Proposed by: Bonneville Power Administration (BPA)

237

Microsoft Word - CX-SwanValley-Goshen_GraniteCreekBoxCulvert_WEB.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

4 4 SUBJECT: Environmental Clearance Memorandum Joe Johnson Natural Resource Specialist - TFBV-Kalispell Proposed Action: Replace existing bridge with a concrete box culvert at Granite Creek along Bonneville Power Administration's (BPA) Swan Valley-Goshen 161-kV transmission line. Budget Information: Work Order # 189268-01 PP&A Project No.: PP&A 2047 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.3, Routine maintenance activities for structures, rights-of-way, and infrastructures, (such as roads), that are required to maintain infrastructures in a condition suitable for a facility to be used for its designated purpose. Location: The proposed project is located on Granite Creek along BPA's Swan Valley-Goshen

238

Microsoft Word - Granite-Mt-3G-Radio-Station-CX.doc  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

0 0 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Creig Millen Project Manager - TEC-CSB-1 Proposed Action: Granite Mountain 3G Radio Station Project Budget Information: Work Order 00197218, Task 03 Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.19 Siting, construction, and operation of microwave and radio communication towers and associated facilities... Location: Stevens County, Washington (T34N, R38E, Section 17) Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to install a new 100-foot radio tower, communication building, and related digital radio equipment at an existing BPA communications site on Granite Mountain in Stevens County, Washington. The new tower and building will upgrade and replace

239

File:03-TX-d - Lease of Public School Fund Land (1).pdf | Open Energy  

Open Energy Info (EERE)

Land (1).pdf Land (1).pdf Jump to: navigation, search File File history File usage Metadata File:03-TX-d - Lease of Public School Fund Land (1).pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Full resolution ‎(1,275 × 1,650 pixels, file size: 41 KB, MIME type: application/pdf) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment current 11:26, 29 July 2013 Thumbnail for version as of 11:26, 29 July 2013 1,275 × 1,650 (41 KB) Apalazzo (Talk | contribs) 13:47, 26 July 2013 Thumbnail for version as of 13:47, 26 July 2013 1,275 × 1,650 (41 KB) Apalazzo (Talk | contribs) You cannot overwrite this file. Edit this file using an external application (See the setup instructions for more information)

240

Petroglyph Wash DetritalWash  

E-Print Network (OSTI)

TheStrip 4mi 6km 7mi 11km 2mi 3km 7mi 11km 12mi 19km 8mi 13km 10mi 16km 33mi 53km 2mi 3km 2mi 3km 3mi 5km 8mi 13km 3mi 5km 5mi 8km 10mi 16km 14mi 22km 13mi 21km 3mi 5km1mi 2km 25mi 40km 14mi 22km 8mi 13km 4mi 6km 15mi 24km 4mi 6km 4mi 6km 36mi 58km 14mi 22km 5mi 8km 20mi 32km 26mi 42km 19mi 31km 4mi

Lachniet, Matthew S.

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


241

Effects of adding wash tower effluent to Ano Liossia landfill to enhance bioreaction c by Olympia Galenianou.  

E-Print Network (OSTI)

A theoretical study was performed on the effects of adding sulfate-rich wash tower effluent from the Athens hospital waste incinerator to the Ano Liossia landfill of Athens. The method of mass balance was used to examine ...

Galenianou, Olympia

2006-01-01T23:59:59.000Z

242

Volume84, number 2 FEBS LETTERS December 1977 EFFECTS OF WASHING AND OSMOTIC SHOCK ON CATALASE ACTIVITY OF INTACT  

E-Print Network (OSTI)

] and described in detail [17]. Each washing of a chloroplast suspension consisted of resuspension of the pellet centrifuge. Final resuspension of each pellet in a small volume of the same medium gave a suspension

Allen, John F.

243

Opportunities for Energy Conservation and Improved Comfort From Wind Washing Retrofits in Two-Story Homes - Part I  

E-Print Network (OSTI)

of wind washing found in this study. Repairs and energy monitoring were completed in six of these homes to evaluate retrofit methods and cost effectiveness of retrofit solutions. These results are discussed in Part II of this paper....

Withers, C. R. Jr.; Cummings, J. B.

244

To be presented at the 2007 ASHRAE Winter Meeting, January 27-31, 2007, Dallas, TX. Measured energy performance a US-China demonstration  

E-Print Network (OSTI)

efficient than ASHRAE 90.1- 1999. The utility data from the first year's operation match well the analysisLBNL-60978 To be presented at the 2007 ASHRAE Winter Meeting, January 27-31, 2007, Dallas, TX

245

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam; Smolt Monitoring by Federal and Non-Federal Entities, 2001-2002 Annual Report.  

SciTech Connect

This project monitored the daily passage of chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon smolts O. nerka during the 2001 spring out-migration at migrant traps on the Snake River and Salmon River. In 2001 fish management agencies released significant numbers of hatchery chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, these fish were distinguishable from wild fish by the occurrence of fin erosion. Total annual hatchery chinook salmon catch at the Snake River trap was 11% of the 2000 numbers. The wild chinook catch was 3% of the previous year's catch. Hatchery steelhead trout catch was 49% of 2000 numbers. Wild steelhead trout catch was 69% of 2000 numbers. The Snake River trap collected 28 age-0 chinook salmon. During 2001 the Snake River trap captured zero hatchery and zero wild/natural sockeye salmon and six hatchery coho salmon O. kisutch. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with flow. The significant reduction in catch during 2001 was due to a reduction in hatchery chinook production (60% of 2000 release) and due to extreme low flows. Trap operations began on March 11 and were terminated on June 29. The trap was out of operation for a total of two days due to mechanical failure or debris. Hatchery chinook salmon catch at the Salmon River trap was 47% and wild chinook salmon catch was 67% of 2000 numbers. The hatchery steelhead trout collection in 2001 was 178% of the 2000 numbers. Wild steelhead trout collection in 2001 was 145% of the previous year's catch. Trap operations began on March 11 and were terminated on June 8 due to the end of the smolt monitoring season. There were no days where the trap was out of operation due to high flow or debris. The decrease in hatchery chinook catch in 2001 was due to a reduction in hatchery production (39% of 2000 releases). The increase in hatchery and wild steelhead trap catch is due to the ability to operate the trap in the thalweg for a longer period of time because of the extreme low flow condition in 2001. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for PIT-tagged chinook salmon and steelhead trout marked at the head of the reservoir were affected by discharge. There were not enough hatchery and wild chinook salmon tagged at the Snake River trap in 2001 to allow migration rate/discharge analysis. For steelhead trout tagged at the Snake River trap, statistical analysis of 2001 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge. For hatchery and wild steelhead trout, there was a 2.2-fold and a 1.5-fold increase in migration rate in, respectively, between 50 and 100 kcfs. Travel time and migration rate to Lower Granite Dam for fish marked at the Salmon River trap were calculated. Statistical analysis of the 2001 data detected a significant relation between migration rate and Lower Granite Reservoir inflow discharge for hatchery and wild chinook salmon and hatchery and wild steelhead trout. Migration rate increased 3.7-fold for hatchery chinook salmon and 2.5-fold for wild chinook salmon between 50 and 100 kcfs. For hatchery steelhead there was a 1.6-fold increase in migration rate, and for wild steelhead trout there was a 2.2-fold increase between 50 kcfs and 100 kcfs. Fish tagged with passive integrated transponder (PIT) tags at the Snake River trap were interrogated at four dams with PIT tag detection systems (Lower Granite, Little Goose, Lower Monumental, and McNary dams). Because of the addition of the fourth interrogation site (Lower Monumental) in 1993, cumulative interrogation data is not comparable with the prior five years (1988-1992). Cumulative interrogations at the four dams for fish marked at the Snake River trap were 86% for hatchery chinook, 70% for wild chinook, 71% for hatchery steelhead, and 89% for wild steelhead. Cumulat

Buettner, Edwin W.; Putnam, Scott A.

2003-06-01T23:59:59.000Z

246

Washing and caustic leaching of Hanford tank sludge: Results of FY 1997 studies  

SciTech Connect

The current plan for remediating the Hanford tank farms consists of waste retrieval, pretreatment, treatment (immobilization), and disposal. The tank wastes will be partitioned into high-level and low-level fractions. The HLW will be immobilized in a borosilicate glass matrix; the resulting glass canisters will then be disposed of in a geologic repository. Because of the expected high cost of HLW vitrification and geologic disposal, pretreatment processes will be implemented to reduce the volume of immobilized high-level waste (IHLW). Caustic leaching (sometimes referred to as enhanced sludge washing or ESW) represents the baseline method for pretreating Hanford tank sludges. Caustic leaching is expected to remove a large fraction of the Al, which is present in large quantities in Hanford tank sludges. A significant portion of the P is also expected to be removed from the sludge by metathesis of water-insoluble metal phosphates to insoluble hydroxides and soluble Na{sub 3}PO{sub 4}. Similar metathesis reactions can occur for insoluble sulfate salts, allowing the removal of sulfate from the HLW stream. This report describes the sludge washing and caustic leaching tests performed at the Pacific Northwest National Laboratory in FY 1996. The sludges used in this study were taken from Hanford tanks AN-104, BY-108, S-101, and S-111.

Lumetta, G.J.; Burgeson, I.E.; Wagner, M.J.; Liu, J.; Chen, Y.L.

1997-08-01T23:59:59.000Z

247

An efficient process for recovery of fine coal from tailings of coal washing plants  

SciTech Connect

Gravity concentration of hard lignites using conventional jigs and heavy media separation equipment is prone to produce coal-rich fine tailings. This study aims to establish a fine coal recovery process of very high efficiency at reasonable capital investment and operational costs. The technical feasibility to upgrade the properties of the predeslimed fine refuse of a lignite washing plant with 35.9% ash content was investigated by employing gravity separation methods. The laboratory tests carried out with the combination of shaking table and Mozley multi-gravity separator (MGS) revealed that the clean coal with 18% ash content on dry basis could be obtained with 58.9% clean coal recovery by the shaking table stage and 4.1% clean coal recovery by MGS stage, totaling to the sum of 63.0% clean coal recovery from a predeslimed feed. The combustible recovery and the organic efficiency of the shaking table + MGS combination were 79.5% and 95.5%, respectively. Based on the results of the study, a flow sheet of a high-efficiency fine coal recovery process was proposed, which is also applicable to the coal refuse pond slurry of a lignite washing plant.

Cicek, T.; Cocen, I.; Engin, V.T.; Cengizler, H. [Dokuz Eylul University, Izmir (Turkey). Dept. for Mining Engineering

2008-07-01T23:59:59.000Z

248

"1. Seabrook","Nuclear","NextEra Energy Seabrook LLC",1247 "2. Granite Ridge","Gas","Granite Ridge Energy LLC",678  

U.S. Energy Information Administration (EIA) Indexed Site

Hampshire" Hampshire" "1. Seabrook","Nuclear","NextEra Energy Seabrook LLC",1247 "2. Granite Ridge","Gas","Granite Ridge Energy LLC",678 "3. NAEA Newington Power","Gas","NAEA Newington Energy LLC",525 "4. Merrimack","Coal","Public Service Co of NH",485 "5. Newington","Gas","Public Service Co of NH",400 "6. S C Moore","Hydroelectric","TransCanada Hydro Northeast Inc.,",194 "7. Schiller","Coal","Public Service Co of NH",156 "8. Comerford","Hydroelectric","TransCanada Hydro Northeast Inc.,",145 "9. Berlin Gorham","Hydroelectric","Great Lakes Hydro America LLC",30

249

Lithium isotopic systematics of A-type granites and their mafic enclaves: Further constraints on the Li isotopic composition of the continental crust  

E-Print Network (OSTI)

Lithium isotopic systematics of A-type granites and their mafic enclaves: Further constraints form 6 February 2009 Accepted 15 February 2009 Editor: D.B. Dingwell Keywords: Lithium isotopes A-type granite Mafic enclave Continental crust Lithium concentrations and isotopic compositions of 39 A

Mcdonough, William F.

250

3/14/09 10:47 AMIs that granite counter in your home emitting radon? Page 1 of 4http://www.startribune.com/41239912.html?page=4&c=y  

E-Print Network (OSTI)

,000 granites being exported from about 70 countries, he noted, with some quarries within miles of uranium mines

Llope, William J.

251

SWITCH: Case Studies in the Demand Side Management of Washing Appliances  

Science Journals Connector (OSTI)

Abstract The emergence of viable smart home technologies together with ambitious government initiatives for smart meter rollouts will provide a rich platform on which to develop demand side management strategies that aim to modify consumer's use of energy. In this work we develop such a platform that aims to ‘SWITCH’ behaviour patterns and ‘SWITCH’ on/off energy consuming appliances when they are not needed or when they could be utilised to benefit from on-site power generation or off-peak electricity. This platform was installed in 3 occupied domestic properties that form part of the Creative Energy Homes project at the University of Nottingham, UK. A total of 6 case studies are presented that investigate the impact of shifting the time of use of washing machines and dishwashers with varying levels of user engagement. A range of issues and user perceptions of the technology are presented and discussed.

R. Shipman; M. Gillott; E. Naghiyev

2013-01-01T23:59:59.000Z

252

Selective sorption of PCBs by low-cost polymers and application to soil washing processes  

SciTech Connect

Surfactant-assisted soil washing and soil flushing processes have shown to be a promising soil decontamination method. In these and other remediation technologies that employ surfactants to mobilize organic contaminants, large volumes of contaminated aqueous solutions are generated. An efficient process to selectively concentrate the organic contaminant from the aqueous surfactant solution, thereby allowing the recycle of the surfactant, is considered essential for cost-effective application of these remediation methods. To this end, a process was developed wherein commercial, low-cost polymers are used to selectively sorb PCBs and petroleum oils from aqueous surfactant solutions. Sorption isotherms and sorption rates were determined for a large number of polymer sorbents and several significant structure-property relationships were observed. Two classes of polymers, polyester elastomers and carbon-filled elastomer rubbers (e.g., recycled rubber tire), were found to perform superiorly in this application and a successful pilot-scale demonstration of the process was conducted.

Sivavec, T.M.; Webb, J.L.; Gascoyne, D.G. [GE Corporate Research and Development, Schenectady, NY (United States)

1996-10-01T23:59:59.000Z

253

Removal and degradation of aromatic compounds from a highly polluted site by coupling soil washing with photocatalysis  

Science Journals Connector (OSTI)

The possible application of two environmental remediation technologies – soil washing and photocatalysis – to remove and decompose various aromatic pollutants present in excavated soils of a contaminated industrial site has been investigated. Aqueous solutions containing the non-ionic surfactant Brij 35 were used to extract the contaminants from the soil samples. The photocatalytic treatment of the obtained washing wastes, performed in the presence of TiO2 suspensions irradiated with simulated sunlight, showed a slow abatement of the toxic compounds due to the relevant concentrations of organics in the waste. A neat improvement of the process performances, obtained by operating in the presence of added potassium peroxydisulfate, suggests a feasible treatment route.

D. Fabbri; A. Bianco Prevot; V. Zelano; M. Ginepro; E. Pramauro

2008-01-01T23:59:59.000Z

254

The effects of chlorine, washing and evisceration on microbial population and storage-life of fresh fish  

E-Print Network (OSTI)

THE EFFECTS OF CHLORINE, WASHING AND EVISCERATION ON THE MICROBIAL POPULATION AND STORAGE-LIFE OF FRESH FISH A Thesis by CHARLES MADE NEAL Submitted to the Graduate College of Texas ASM Univ rsity in partial fulfillment of the requirements... for the degree of MASTER OF SCIENCE Augu t 1977 Major Subject: Food Technology THE EFFECTS OF CHLORINE& WASHING lQ', D EVISCEPATION ON THE MICROBIAL POPULATION AND STORAGE-LIFE OF FRESH FISH A Thesis by CHARLES WADE NEAL Approved as to style and content...

Neal, Charles Wade

2012-06-07T23:59:59.000Z

255

Decontamination of soil washing wastewater using solar driven advanced oxidation processes  

Science Journals Connector (OSTI)

Decontamination of soil washing wastewater was performed using two different solar driven advanced oxidation processes (AOPs): the photo-Fenton reaction and the cobalt/peroxymonosulfate/ultraviolet (Co/PMS/UV) process. Complete sodium dodecyl sulphate (SDS), the surfactant agent used to enhance soil washing process, degradation was achieved when the Co/PMS/UV process was used. In the case of photo-Fenton reaction, almost complete SDS degradation was achieved after the use of almost four times the actual energy amount required by the Co/PMS/UV process. Initial reaction rate in the first 15 min (IR15) was determined for each process in order to compare them. Highest IR15 value was determined for the Co/PMS/UV process (0.011 mmol/min) followed by the photo-Fenton reaction (0.0072 mmol/min) and the dark Co/PMS and Fenton processes (IR15 = 0.002 mmol/min in both cases). Organic matter depletion in the wastewater, as the sum of surfactant and total petroleum hydrocarbons present (measured as chemical oxygen demand, COD), was also determined for both solar driven processes. It was found that, for the case of COD, the highest removal (69%) was achieved when photo-Fenton reaction was used whereas Co/PMS/UV process yielded a slightly lower removal (51%). In both cases, organic matter removal achieved was over 50%, which can be consider proper for the coupling of the tested \\{AOPs\\} with conventional wastewater treatment processes such as biodegradation.

Erick R. Bandala; Yuridia Velasco; Luis G. Torres

2008-01-01T23:59:59.000Z

256

Smolt Monitoring at the Head of Lower Granite Reservoir and Lower Granite Dam; Smolt Monitoring by Federal and Non-Federal Entities, 2000 Annual Report.  

SciTech Connect

This project monitored the daily passage of chinook salmon Oncorhynchus tshawytscha, steelhead trout O. mykiss, and sockeye salmon smolts O. nerka during the 2000 spring out-migration at migrant traps on the Snake River and Salmon River. In 2000 the Nez Perce Tribe released significant numbers of hatchery chinook salmon and steelhead trout above Lower Granite Dam that were not marked with a fin clip or coded-wire tag. Generally, these fish were distinguishable from wild fish by the occurrence of fin erosion. Total annual hatchery chinook salmon catch at the Snake River trap was 36% of the 1999 number. The wild chinook catch was 34% of the previous year's catch. Hatchery steelhead trout catch was 121% of 1999 numbers. Wild steelhead trout catch was 139% of 1999 numbers. The Snake River trap collected 689 age-0 chinook salmon. During 2000, the Snake River trap captured 40 hatchery and 92 wild/natural sockeye salmon and 159 hatchery coho salmon O. kisutch. Differences in trap catch between years are due to fluctuations not only in smolt production, but also differences in trap efficiency and duration of trap operation associated with high flows. Trap operations began on March 13 and were terminated for the season due to high flows on June 16. There were no down days due to high flows or debris. Hatchery chinook salmon catch at the Salmon River trap was 96%, and wild chinook salmon catch was 66% of 1999 numbers. The hatchery steelhead trout collection in 2000 was 90% of the 1999 numbers. Wild steelhead trout collection in 2000 was 147% of the previous years catch. Trap operations began on March 13 and were terminated for the season due to high flows on May 22. There were no days where the trap was out of operation due to high flow or debris. Travel time (d) and migration rate (km/d) through Lower Granite Reservoir for passive integrated transponder (PIT) tagged chinook salmon and steelhead trout, marked at the head of the reservoir, were affected by discharge. For fish tagged at the Snake River trap, statistical analysis of 2000 data detected a significant relation between migration rate and discharge. For hatchery and wild chinook salmon, there was a 3.0 and 16.2-fold increase in migration rate, respectively, between 50 and 100 kcfs. For hatchery steelhead, there was a 2.7-fold increase in migration rate, respectively, between 50 kcfs and 100 kcfs. The statistical analysis could not detect a significant relation between migration rate and discharge for wild steelhead in 2000. For fish marked at the Salmon River trap, statistical analysis of the 2000 data detected a significant relation between migration rate and discharge for hatchery chinook salmon at the 0.05 level of significance and at the 0.1 level of significance for wild chinook salmon. Migration rate increased 3.2- and 1.9-fold, respectively, between 50 and 100 kcfs. For hatchery steelhead there was a 1.5-fold increase in migration rate between 50 kcfs and 100 kcfs. Insufficient numbers of wild steelhead trout were PIT tagged at the Salmon River trap to estimate travel time and migration rate to Lower Granite Dam. Fish tagged with PIT tags at the Snake River trap were interrogated at four dams with PIT tag detection systems (Lower Granite, Little Goose, Lower Monumental, and McNary dams). Because of the addition of the fourth interrogation site (Lower Monumental) in 1993, cumulative interrogation data is not comparable with the prior five years (1988-1992). Cumulative interrogations at the four dams for fish marked at the Snake River trap were 57% for hatchery chinook, 65% for wild chinook, 73% for hatchery steelhead and 71% for wild steelhead. Cumulative interrogations at the four dams for fish marked at the Salmon River trap were 53% for hatchery chinook, 64% for wild chinook salmon, 68% for hatchery steelhead trout, and 65% for wild steelhead trout.

Buettner, Edwin W.; Putnam, Scott A.

2002-08-01T23:59:59.000Z

257

Isotopic Data Bearing on the Origin of Mesozoic and Tertiary Granitic Rocks in the Western United States  

Science Journals Connector (OSTI)

...Granitic Rocks in the Western United States D. J...Utah, Arizona, and Colorado. The plutons, which...Utah, Arizona and Colorado. The plutons, which...California Cenozoic Colorado crust differentiation...Tertiary United States Utah Western U.S. 1983 03 23 The...

1984-01-01T23:59:59.000Z

258

2.9 to 1.9 Ga paleoalterations ofArchean granitic basement of the Franceville basin (Gabon).  

E-Print Network (OSTI)

1 2.9 to 1.9 Ga paleoalterations ofArchean granitic basement of the Franceville basin (Gabon: Paleocirculation and Diagenesis in Archean basement, Franceville basin, Gabon3 4 Abstract The Archean granitoids in the Ki�n� area, Gabon, are overlained by the Paleoproterozoic sediments of the Franceville basin (2.1 Ga

Paris-Sud XI, Université de

259

The use of a combined process of surfactant-aided soil washing and coagulation for PAH-contaminated soils treatment  

Science Journals Connector (OSTI)

Polycyclic aromatic hydrocarbons (PAHs) persist in soils due to their low volatility, low water solubility and low biodegradability, all of which make it difficult to remove this type of compound from soils. The work described here involved the study of a combined surfactant-aided soil washing (SASW) process and coagulation treatment, using iron and aluminium salts, to remediate a low-permeability PAH-polluted soil. Phenanthrene was selected as the model PAH and three different types of surfactants (anionic, cationic, and non-ionic) were used as washing agents. The results show that the anionic surfactant is the most effective washing fluid because efficiencies higher than 90% can be achieved. Non-ionic and cationic surfactant efficiencies were 70% and 30%, respectively. In addition, only the anionic wastewater can be satisfactorily treated with this technology, with COD removals greater than 90% achieved. Variation of pH, zeta-potential and the dose of aluminium required seem to indicate that a charge-neutralization mechanism is the main process involved in the emulsion break-up obtained in the treatment of aqueous surfactant wastes. In addition, the effects of surfactant concentration and that of the pH of the soil-washing wastewater seem to have a greater influence on the performance of the coagulation process.

R. López-Vizcaíno; C. Sáez; P. Cañizares; M.A. Rodrigo

2012-01-01T23:59:59.000Z

260

WASHING AND DEMONSTRATION OF THE DWPF FLOWSHEET IN THE SRNL SHIELDED CELLS USING POST ALUMINUM DISSOLUTION TANK 51 SLUDGE SLURRY  

SciTech Connect

The remaining contents of Tank 51 from Sludge Batch 4 will be blended with Purex sludge from Tank 7 to constitute Sludge Batch 5 (SB5). The Savannah River Site (SRS) Liquid Waste Organization (LWO) has completed caustic addition to Tank 51 to perform low temperature Al dissolution on the H-Modified (HM) sludge material to reduce the total mass of sludge solids and Al being fed to the Defense Waste Processing Facility (DWPF). The Savannah River National Lab (SRNL) has also completed aluminum dissolution tests using a 3-L sample of Tank 51 sludge slurry through funding by DOE EM-21. This report documents assessment of downstream impacts of the aluminum dissolved sludge, which were investigated so technical issues could be identified before the start of SB5 processing. This assessment included washing the aluminum dissolved sludge to a Tank Farm projected sodium concentration and weight percent insoluble solids content and DWPF Chemical Process Cell (CPC) processing using the washed sludge. Based on the limited testing, the impact of aluminum dissolution on sludge settling is not clear. Settling was not predictable for the 3-L sample. Compared to the post aluminum dissolution sample, settling after the first wash was slower, but settling after the second wash was faster. For example, post aluminum dissolution sludge took six days to settle to 60% of the original sludge slurry height, while Wash 1 took nearly eight days, and Wash 2 only took two days. Aluminum dissolution did impact sludge rheology. A comparison between the as-received, post aluminum dissolution and washed samples indicate that the downstream materials were more viscous and the concentration of insoluble solids less than that of the starting material. This increase in viscosity may impact Tank 51 transfers to Tank 40. The impact of aluminum dissolution on DWPF CPC processing cannot be determined because acid addition for the Sludge Receipt and Adjustment Tank (SRAT) cycle was under-calculated and thus under-added. Although the sludge was rheologically thick throughout the SRAT and Slurry Mix Evaporator (SME) cycles, this may have been due to the under addition of acid. Aluminum dissolution did, however, impact analyses of the SRAT receipt material. Two methods for determining total base yielded significantly different results. The high hydroxide content and the relatively high soluble aluminum content of the washed post aluminum dissolution sludge likely contributed to this difference and the ultimate under addition of acid. It should be noted that the simulant used to provide input for the SRAT cycle was an inadequate representation of the waste in terms of acid demand, likely due to the differences in the form of aluminum and hydroxide in the simulant and actual waste. Based on the results of this task, it is recommended that: (1) Sludge settling and rheology during washing of the forthcoming Sludge Batch 5 qualification sample be monitored closely and communicated to the Tank Farm. (2) SRNL receive a sample of Tank 51 after all chemical additions have been made and prior to the final Sludge Batch 5 decant for rheological assessment. Rheology versus wt% insoluble solids will be performed to determine the maximum amount of decant prior to the Tank 51 to Tank 40 transfer. (3) As a result of the problem with measuring total base and subsequently under-calculating acid for the DWPF CPC processing of the post aluminum dissolution sludge; (4) Studies to develop understanding of how the sludge titrates (i.e., why different titration methods yield different results) should be performed. (5) Simulants that better match the properties of post aluminum dissolution sludge should be developed. (6) Work on developing an acid calculation less dependant on the total base measurement should be continued.

Pareizs, J; Cj Bannochie, C; Damon Click, D; Erich Hansen, E; Dan Lambert, D; Michael Stone, M

2008-04-28T23:59:59.000Z

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


261

Degradation of pyrene in cetylpyridinium chloride-aided soil washing wastewater by pyrite Fenton reaction  

Science Journals Connector (OSTI)

Abstract Degradation of pyrene by pyrite Fenton reaction in synthetic cetylpyridinium chloride (CPC)-aided soil washing wastewater (SWW) was investigated in a closed batch reactor. Pyrene in the presence of CPC was gradually degraded in the pyrite Fenton system by 96% in 180 min at initial pH 7 showing pseudo-first-order reaction kinetics (0.0194 min?1), while the concentration of pyrene in the absence of CPC decreased abruptly by 91% in 5 min and then did not significantly decrease by the end of sampling time (180 min). In a classic Fenton system, pyrene in the presence of CPC was degraded by 35% in 180 min at initial pH 3. The sustainable reactivity of pyrite Fenton was attributed to slow but continuous dissolution of Fe(II) from the pyrite surface leading to continuous production of reactive radicals during the reaction. Pyrene in the presence of CPC was mainly degraded by OH radicals. Its product study showed that the pyrite Fenton system can successfully degrade pyrene in the CPC-aided SWW without accumulating toxic oxy-pyrenes such as 1,6-pyrenequinone and 1,8-pyrenequinone. CPC was also successfully degraded (95%) in the pyrite Fenton system, forming carbon dioxide and ammonium as main degradation products.

Kyunghoon Choi; Sungjun Bae; Woojin Lee

2014-01-01T23:59:59.000Z

262

Cotton Yield Mapping at AG-CARES, Lamesa, TX, 2003 John Everitt, Alan Brashears, Wayne Keeling, and Danny Carmichael, Research Associate,  

E-Print Network (OSTI)

TITLE: Cotton Yield Mapping at AG-CARES, Lamesa, TX, 2003 AUTHORS: John Everitt, Alan Brashears, and Research Associate RESULTS AND DISCUSSION: A John Deere 7445 cotton stripper equipped with a MICRO-TRAK ® yield monitor was used to harvest cotton at AG-CARES in 2003. The MICRO-TRAK ® yield monitor system used

Mukhtar, Saqib

263

Results of Phase I groundwater quality assessment for single-shell tank waste management areas T and TX-TY at the Hanford Site  

SciTech Connect

Pacific Northwest National Laboratory (PNNL) conducted a Phase I, Resource Conservation and Recovery Act of 1976 (RCRA) groundwater quality assessment for the Richland Field Office of the U.S. Department of Energy (DOE-RL) under the requirements of the Federal Facility Compliance Agreement. The purpose of the investigation was to determine if the Single-Shell Tank Waste Management Areas (WMAs) T and TX-TY have impacted groundwater quality. Waste Management Areas T and TX-TY, located in the northern part of the 200 West Area of the Hanford Site, contain the 241-T, 241-TX, and 241-TY tank farms and ancillary waste systems. These two units are regulated under RCRA interim-status regulations (under 40 CFR 265.93) and were placed in assessment groundwater monitoring because of elevated specific conductance in downgradient wells. Anomalous concentrations of technetium-99, chromium, nitrate, iodine-129, and cobalt-60 also were observed in some downgradient wells. Phase I assessment, allowed under 40 CFR 265, provides the owner-operator of a facility with the opportunity to show that the observed contamination has a source other than the regulated unit. For this Phase I assessment, PNNL evaluated available information on groundwater chemistry and past waste management practices in the vicinity of WMAs T and TX-TY. Background contaminant concentrations in the vicinity of WMAs T and TX-TY are the result of several overlapping contaminant plumes resulting from past-practice waste disposal operations. This background has been used as baseline for determining potential WMA impacts on groundwater.

Hodges, F.N.

1998-01-01T23:59:59.000Z

264

Lower Granite Dam Smolt Monitoring Program, 2005-2006 Annual Report.  

SciTech Connect

The 2005 fish collection season at Lower Granite Dam (LGR) was characterized by average water temperatures, below average flows, above average spill, low levels of debris and the record number of smolts collected compared to the previous five years. With the continued release of unclipped supplementation chinook and steelhead above LGR, we cannot accurately distinguish wild chinook, steelhead, and sockeye/kokanee in the sample. For the purposes of this report we will designate fish as clipped and unclipped. This season a total of 13,030,967 juvenile salmonids were collected at LGR. Of these, 12,099,019 were transported to release sites below Bonneville Dam, 12,032,623 by barge and 66,396 by truck. An additional 898,235 fish were bypassed to the river due to over-capacity of the raceways, barges or trucks and for research purposes. This was the first season of summer spill at LGR. Spill was initiated at 12:01am June 20 as directed by the ruling set forth by Judge James Redden of the United States District Court (Order CV 01-640-RE). In addition, the Lower Granite project also conducted a summer spill test alternating spill and spill patterns between spill to the gas cap without the removable spillway weir (RSW) and spill with up to 20 kcfs utilizing the RSW. Because of the forecast low flow this year, most hatchery reared subyearling fall chinook were released up to three weeks early. With the unexpected high flows in late May and early June, more than 90% of the subyearling chinook were collected prior to the initiation of the court ordered summer spill program. Collection number fluctuations reflect river flow and project operations for any given year. For example, low flow years (2001, 2004 and 2005) result in higher collection numbers. Court ordered spill throughout the summer migration will directly affect collection of fall subyearling chinook collection numbers. The editors of this report urge the reader to use caution when comparing fish collection numbers between years, considering both annual river flows and annual project operations, because both affect fish migration and collection.

Mensik, Fred; Rapp, Shawn; Ross, Doug (Washington Department of Fish and Wildlife, Olympia, WA)

2007-01-01T23:59:59.000Z

265

Lower Granite Dam Smolt Monitoring Program, Annual Report 2005-2006.  

SciTech Connect

The 2005 fish collection season at Lower Granite Dam (LGR) was characterized by average water temperatures, below average flows, above average spill, low levels of debris and the record number of smolts collected compared to the previous five years. With the continued release of unclipped supplementation chinook and steelhead above LGR, we cannot accurately distinguish wild chinook, steelhead, and sockeye/kokanee in the sample. For the purposes of this report we will designate fish as clipped and unclipped. This season a total of 13,030,967 juvenile salmonids were collected at LGR. Of these, 12,099,019 were transported to release sites below Bonneville Dam, 12,032,623 by barge and 66,396 by truck. An additional 898,235 fish were bypassed to the river due to over-capacity of the raceways, barges or trucks and for research purposes. This was the first season of summer spill at LGR. Spill was initiated at 12:01am June 20 as directed by the ruling set forth by Judge James Redden of the United States District Court (Order CV 01-640-RE). In addition, the Lower Granite project also conducted a summer spill test alternating spill and spill patterns between spill to the gas cap without the removable spillway weir (RSW) and spill with up to 20 kcfs utilizing the RSW. Because of the forecast low flow this year, most hatchery reared subyearling fall chinook were released up to three weeks early. With the unexpected high flows in late May and early June, more than 90% of the subyearling chinook were collected prior to the initiation of the court ordered summer spill program. Collection number fluctuations reflect river flow and project operations for any given year. For example, low flow years (2001, 2004 and 2005) result in higher collection numbers. Court ordered spill throughout the summer migration will directly affect collection of fall subyearling chinook collection numbers. The editors of this report urge the reader to use caution when comparing fish collection numbers between years, considering both annual river flows and annual project operations, because both affect fish migration and collection.

Menski, Fred

2007-01-01T23:59:59.000Z

266

Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil  

Science Journals Connector (OSTI)

Abstract This study explores the possible application of a biodegradable plant based surfactant, obtained from Sapindus mukorossi, for washing low levels of arsenic (As) from an iron (Fe) rich soil. Natural association of As(V) with Fe(III) makes the process difficult. Soapnut solution was compared to anionic surfactant sodium dodecyl sulfate (SDS) in down-flow and a newly introduced suction mode for soil column washing. It was observed that soapnut attained up to 86% efficiency with respect to SDS in removing As. Full factorial design of experiment revealed a very good fit of data. The suction mode generated up to 83 kPa pressure inside column whilst down-flow mode generated a much higher pressure of 214 kPa, thus making the suction mode more efficient. Micellar solubilisation was found to be responsible for As desorption from the soil and it followed 1st order kinetics. Desorption rate coefficient of suction mode was found to be in the range of 0.005 to 0.01, much higher than down-flow mode values. Analysis of the FT-IR data suggested that the soapnut solution did not interact chemically with As, offering an option for reusing the surfactant. Soapnut can be considered as a soil washing agent for removing As even from soil with high Fe content.

Soumyadeep Mukhopadhyay; Mohd. Ali Hashim; Jaya Narayan Sahu; Ismail Yusoff; Bhaskar Sen Gupta

2013-01-01T23:59:59.000Z

267

Results of the independent verification survey at the Old Betatron Building, Granite City, Illinois  

SciTech Connect

A team from the Measurement Applications and Development Group, Oak Ridge National Laboratory (ORNL), conducted an independent verification of the radiological condition of the Old Betatron Building, Granite City, Illinois, at the request of the Department of Energy in June of 1993. The building is owned by the National Steel Corporation. The contamination present resulted from the handling of uranium slabs of metal during the time the betatron facility was used to x-ray the slabs for metallurgical defects. The designation survey did not characterize the entire floor space because of obstructing equipment and debris. Therefore, prior to remediation by Bechtel National, Incorporated (BNI), a thorough characterization of the floor was conducted, and the results were immediately conveyed to on-site staff of BNI. An independent verification assessment was also performed after the cleanup activities were performed under the direction of BNI. The process of characterization, remediation, and verification was accomplished within a five-day period. Based on results of the independent verification assessment, the Old Betatron Building was determined to meet the DOE radiological guidelines for unrestricted use.

Murray, M.E.; Brown, K.S.

1994-07-01T23:59:59.000Z

268

Diagenesis of sandstones from the Douglas Creek member of the Green River Formation (Eocene) at Red Wash field, Uintay County, Utah  

E-Print Network (OSTI)

, sandstone and some limestone and dolomite beds. The Garden Creek Member at Red Wash Field is about 550 ft (168 m) thick. The Parachute Creek Member, overlying the Garden Creek, is largely oil shale, gray shale, and limestone and dolomite beds..., sandstone and some limestone and dolomite beds. The Garden Creek Member at Red Wash Field is about 550 ft (168 m) thick. The Parachute Creek Member, overlying the Garden Creek, is largely oil shale, gray shale, and limestone and dolomite beds...

Ray, Earl Scott

2012-06-07T23:59:59.000Z

269

Lower Granite Dam Smolt Monitoring Program, 2004-2005 Annual Report.  

SciTech Connect

The 2004 fish collection season at Lower Granite Dam (LGR) was characterized by above average water temperatures, below average flows and spill, low levels of debris. The number of smolts collected for all species groups (with the exception of clipped and unclipped sockeye/kokanee) exceeded all previous collection numbers. With the continued release of unclipped supplementation chinook, steelhead and sockeye above LGR, we can not accurately distinguish wild chinook, wild steelhead and wild sockeye/kokanee from hatchery reared unclipped chinook and sockeye/kokanee in the sample. Wild steelhead can be identified from hatchery steelhead by the eroded dorsal and pectoral fins exhibited on unclipped hatchery steelhead. The numbers in the wild columns beginning in 1998 include wild and unclipped hatchery origin smolts. This season a total of 11,787,539 juvenile salmonids was collected at LGR. Of these, 11,253,837 were transported to release sites below Bonneville Dam, 11,164,132 by barge and 89,705 by truck. An additional 501,395 fish were bypassed to the river due to over-capacity of the raceways and for research purposes. According to the PTAGIS database, 177,009 PIT-tagged fish were detected at LGR in 2004. Of these, 105,894 (59.8%) were bypassed through the PIT-tag diversion system, 69,130 (39.1%) were diverted to the raceways to be transported, 1,640 (0.9%) were diverted to the sample tank, sampled and then transported, 345 (0.2%) were undetected at any of the bypass, raceway or sample exit monitors.

Mensik, Fred; Rapp, Shawn; Ross Doug (Washington Department of Fish and Wildlife, Olympia, WA)

2005-11-01T23:59:59.000Z

270

Reference analysis on the use of engineered barriers for isolation of spent nuclear fuel in granite and basalt  

SciTech Connect

This report evaluates the effectiveness of engineered barriers in delaying or reducing the rate of release of radionuclides from spent fuel in geologic respositories in granite and basalt. It was assumed that the major exposure pathway from the respository to humans would be the ground-water system overlying or underlying a site. Hence, this report focuses on ground-water pathways. A geosphere transport model, GETOUT, and the biosphere transport/dose models, ALLDOS and PABLM, were integrated and used to calculate the potential radiological dose that might be received by humans at various times after repository closure.

Cloninger, M.O.; Cole, C.R.

1981-08-01T23:59:59.000Z

271

DOE/EIS-0285-SA-139: Supplement Analysis for the Transmission System Vegetation Management Program FEIS - Little Goose-Lower Granite Corridor Maintenance (4/3/03)  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

9-Little Goose-Lower Granite Corridor Maintenance 9-Little Goose-Lower Granite Corridor Maintenance William Erickson Natural Resource Specialist - TFP/Walla Walla Proposed Action: Vegetation Management for the Little Goose-Lower Granite #1 and #2 Transmission Line Corridor from Towers 4/3 to 8/1. The right-of-way has an easement width of 258 feet and contains two 500kV Single Circuit Transmission Lines. The proposed work will be accomplished in the indicated sections of the transmission line corridor as referenced in the attached checklist. Location: The subject right-of-way is located in Columbia County, WA., being in the Walla Walla Region. Proposed by: Bonneville Power Administration (BPA). Description of the Proposal: The work will be accomplished by an Integrated Vegetation Management approach using a combination of manual, mechanical, herbicides and biological

272

Removal of As, Cd, Cu, Ni, Pb, and Zn from a highly contaminated industrial soil using surfactant enhanced soil washing  

Science Journals Connector (OSTI)

Surfactant enhanced soil washing (SESW) was applied to an industrial contaminated soil. A preliminary characterization of the soil regarding the alkaline-earth metals, Na, K, Ca and Mg took values of 2866, 2036, 2783 and 4149 mg/kg. The heavy metals As, Cd, Cu, Pb, Ni and Zn, had values of 4019, 14, 35582, 70, 2603, and 261 mg/kg, respectively. When using different surfactants, high removal of Cu, Ni and Zn were found, and medium removals for Pb, As and Cd. In the case of these three metals, tap water removed more than the surfactant solutions, except for the case of As. There were surfactants with average removals (this is, the removal for all the metals studied) of 67.1% (Tween 80), 64.9% (Surfacpol 14104) and 61.2% (Emulgin W600). There were exceptional removals using Texapon N-40 (83.2%, 82.8% and 86.6% for Cu, Ni and Zn), Tween 80 (85.9, 85.4 and 81.5 for Cd, Zn and Cu), Polafix CAPB (79%, 83.2% and 49.7% for Ni, Zn and As). The worst results were obtained with POLAFIX LO with a global removal of 45%, well below of the average removal with tap water (50.2%).All removal efficiencies are reported for a one step washing using 0.5% surfactant solutions, except for the case of mezquite gum, where a 0.1% solution was employed.

Luis G. Torres; Rosario B. Lopez; Margarita Beltran

2012-01-01T23:59:59.000Z

273

~tx421.ptx  

U.S. Energy Information Administration (EIA) Indexed Site

FRIDAY APRIL 3, 2009 The meeting convened at 9:00 a.m. in Room 8E-089 of the James Forrestal Building, 1000 Independence Avenue, S.W., Washington, D.C., Edward Blair, Chair, presiding. COMMITTEE MEMBERS PRESENT: EDWARD BLAIR, Chair STEVE BROWN BARBARA FORSYTH WALTER HILL VINCENT IANNACCHIONE NANCY KIRKENDALL EDWARD KOKKELENBERG ISRAEL MELENDEZ MICHAEL TOMAN JOHN WEYANT (202) 234-4433 Neal R. Gross & Co., Inc. Page 2 EIA STAFF PRESENT: STEPHANIE BROWN, Designated Federal Official, Director, Statistics and Methods Group (SMG) JAMES BERRY CAROL JOYCE BLUMBERG TINA BOWERS JAKE BOURNAZIAN, SMG EUGENE BURNS MICHAEL COLE, Office of Integrated Analysis and Forecasting (OIAF) JOHN CONTI BRENDA COX, SRA RAMESH DANDEKAR, SMG JOHN PAUL DELEY, OIT

274

~tx410.ptx  

U.S. Energy Information Administration (EIA) Indexed Site

THURSDAY, APRIL 2, 2009 The meeting convened at 9:00 a.m. in Room 8E-089 of the James Forrestal Building, 1000 Independence Avenue, SW, Washington, D.C., Ed Blair, Chair, presiding. COMMITTEE MEMBERS PRESENT: EDWARD BLAIR, Chair STEVE BROWN MICHAEL COHEN BARBARA FORSYTH WALTER HILL VINCENT IANNACCHIONE NANCY KIRKENDALL EDWARD KOKKELENBERG ISRAEL MELENDEZ MICHAEL TOMAN JOHN WEYANT (202) 234-4433 Neal R. Gross & Co., Inc. Page 2 EIA STAFF PRESENT: STEPHANIE BROWN, Designated Federal Official, Director, Statistics and Methods Group (SMG) JAMES BERRY CAROL JOYCE BLUMBERG TINA BOWERS JAKE BOURNAZIAN, SMG EUGENE BURNS MICHAEL COLE, Office of Integrated Analysis and Forecasting (OIAF) JOHN CONTI BRENDA COX, SRA RAMESH DANDEKAR, SMG

275

Alkali/TX sub 2 catalysts for CO/H sub 2 conversion to C sub 1 -C sub 4 alcohols  

SciTech Connect

The objective of this research is to investigate and develop novel catalysts for the conversion of coal-derived synthesis gas into C{sub 1}--C{sub 4} alcohols by a highly selective process. Therefore, the variations of catalyst activity and selectivity for the synthesis of alcohols from H{sub 2}/CO {le}1 synthesis gas for a series of A/TX{sub 2} compounds, where A is a surface alkali dopant, T is a transition metal, and X is a S, Se, or Te, will be determined. The alkali component A, which is essential for C-O and C-C bond forming reactions leading to alcohols, will be highly dispersed on the TX{sub 2} surfaces by using chemical vapor deposition (CVD) and chemical complexation/anchoring (CCA) methods. Catalysts that have been prepared during this quarter include RuS{sub 2}, NbS{sub 2}, K/MoS{sub 2}, and K/Crown either/MoS{sub 2}. Catalysts tested include KOH/MoS{sub 2} and K/Crown ether/MoS{sub 2}. 9 refs., 10 figs., 2 tabs.

Klier, K.; Herman, R.G.; Brimer, A.; Richards, M.; Kieke, M.; Bastian, R.D.

1990-09-01T23:59:59.000Z

276

Spent fuel test-climax: a test of geologic storage of high-level waste in granite  

SciTech Connect

A test of retrievable geologic storage of spent fuel assemblies from an operating commercial nuclear reactor is underway at the Nevada Test Site (NTS) of the US Department of Energy. This generic test is located 420 m below the surface in the Climax granitic stock. Eleven canisters of spent fuel approximately 2.5 years out of reactor core (about 1.6 kW/canister thermal output) were emplaced in a storage drift along with 6 electrical simulator canisters. Two adjacent drifts contain electrical heaters, which are operated to simulate within the test array the thermal field of a large repository. Fuel was loaded during April to May 1980 and initial results of the test will be presented.

Ramspott, L.D.; Ballou, L.B.; Patrick, W.C.

1981-01-01T23:59:59.000Z

277

Fall Chinook Salmon Spawning Ground Surveys in the Snake River Basin Upriver of Lower Granite Dam, 2007 Annual Report.  

SciTech Connect

Redd counts are routinely used to document the spawning distribution of fall Chinook salmon (Oncorhynchus tshawytscha) in the Snake River basin upriver of Lower Granite Dam. The first reported redd counts were from aerial searches conducted intermittently between 1959 and 1978 (Irving and Bjornn 1981, Witty 1988; Groves and Chandler 1996)(Appendix 1). In 1986, the Washington Department of Fish and Wildlife began an annual monitoring program that, in addition to the Snake River, included aerial searches of the Grande Ronde River the first year (Seidel and Bugert 1987), and the Imnaha River in subsequent years (Seidel et al. 1988; Bugert et al. 1989-1991; Mendel et al. 1992). The U. S. Fish and Wildlife Service and Idaho Power Company began contributing to this effort in 1991 by increasing the number of aerial searches conducted each year and adding underwater searches in areas of the Snake River that were too deep to be searched from the air (Connor et al. 1993; Garcia et al. 1994a, 1994b, 1996-2007; Groves 1993; Groves and Chandler 1996). The Nez Perce Tribe added aerial searches in the Clearwater River basin beginning in 1988 (Arnsberg et. al 1992), and the Salmon River beginning in 1992. Currently searches are conducted cooperatively by the Nez Perce Tribe, Idaho Power Company, and U. S. Fish and Wildlife Service. Our objective for this report was to consolidate the findings from annual redd searches counted upstream of Lower Granite Dam into a single document, containing detailed information about the searches from the most recent spawning season, and summary information from previous years. The work conducted in 2007 was funded by the Bonneville Power Administration and Idaho Power Company.

Garcia, A.P.; Bradbury, S. [U.S. Fish and Wildlife Service; Arnsberg, B.D. [Nez Perce Tribe; Groves, P.A. [Idaho Power Company

2008-11-25T23:59:59.000Z

278

SLUDGE WASHING AND DEMONSTRATION OF THE DWPF FLOWSHEET IN THE SRNL SHIELDED CELLS FOR SLUDGE BATCH 6 QUALIFICATION  

SciTech Connect

Prior to initiating a new sludge batch in the Defense Waste Processing Facility (DWPF), Savannah River National Laboratory (SRNL) is required to simulate this processing, including Chemical Process Cell (CPC) simulation, waste glass fabrication, and chemical durability testing. This report documents this simulation for the next sludge batch, Sludge Batch 6 (SB6). SB6 consists of Tank 12 material that has been transferred to Tank 51 and subjected to Low Temperature Aluminum Dissolution (LTAD), Tank 4 sludge, and H-Canyon Pu solutions. Following LTAD and the Tank 4 addition, Liquid Waste Operations (LWO) provided SRNL a 3 L sample of Tank 51 sludge for SB6 qualification. Pu solution from H Canyon was also received. SB6 qualification included washing the sample per LWO plans/projections (including the addition of Pu from H Canyon), DWPF CPC simulations, waste glass fabrication (vitrification), and waste glass characterization and chemical durability evaluation. The following are significant observations from this demonstration. Sludge settling improved slightly as the sludge was washed. SRNL recommended (and the Tank Farm implemented) one less wash based on evaluations of Tank 40 heel projections and projections of the glass composition following transfer of Tank 51 to Tank 40. Thorium was detected in significant quantities (>0.1 wt % of total solids) in the sludge. In past sludge batches, thorium has been determined by Inductively Coupled Plasma-Mass Spectroscopy (ICP-MS), seen in small quantities, and reported with the radionuclides. As a result of the high thorium, SRNL-AD has added thorium to their suite of Inductively Coupled Plasma-Atomic Emission Spectroscopy (ICP-AES) elements. The acid stoichiometry for the DWPF Sludge Receipt and Adjustment Tank (SRAT) processing of 115%, or 1.3 mol acid per liter of SRAT receipt slurry, was adequate to accomplish some of the goals of SRAT processing: nitrite was destroyed to below 1,000 mg/kg and mercury was removed to below the DWPF target with 750 g of steam per g of mercury. However, rheological properties did not improve and were above the design basis. Hydrogen generation rates did not exceed DWPF limits during the SRAT and Slurry Mix Evaporator (SME) cycles. However, hydrogen generation during the SRAT cycle approached the DWPF limit. The glass fabricated with the Tank 51 SB6 SME product and Frit 418 was acceptable with respect to chemical durability as measured by the Product Consistency Test (PCT). The PCT response was also predictable by the current durability models of the DWPF Product Composition Control System (PCCS). It should be noted, however, that in the first attempt to make glass from the SME product, the contents of the fabrication crucible foamed over. This may be a result of the SME product's REDOX (Reduction/Oxidation - Fe{sup 2+}/{Sigma}Fe) of 0.08 (calculated from SME product analytical results). The following are recommendations drawn from this demonstration. In this demonstration, at the request of DWPF, SRNL caustic boiled the SRAT contents prior to acid addition to remove water (to increase solids concentration). During the nearly five hours of caustic boiling, 700 ppm of antifoam was required to control foaming. SRNL recommends that DWPF not caustic boil/concentrate SRAT receipt prior to acid addition until further studies can be performed to provide a better foaming control strategy or a new antifoam is developed for caustic boiling. Based on this set of runs and a recently completed demonstration with the SB6 Waste Acceptance Product Specifications (WAPS) sample, it is recommended that DWPF not add formic acid at the design addition rate of two gallons per minute for this sludge batch. A longer acid addition time appears to be helpful in allowing slower reaction of formic acid with the sludge and possibly decreases the chance of a foam over during acid addition.

Pareizs, J.; Pickenheim, B.; Bannochie, C.; Billings, A.; Bibler, N.; Click, D.

2010-10-01T23:59:59.000Z

279

Correlation of mineralogy and trace element leaching behavior in modified in situ spent shales from Logan Wash, Colorado  

SciTech Connect

Oil shale retorting induces mineral and chemical reactions to occur on the macroscopic and microscopic levels in the kerogen-bearing marlstone. The nature and extent of the reactions is dependent upon process variables such as maximum temperature, time at temperature, atmosphere, and raw shale composition. This report describes the investigation of the mineral, chemical, and trace element release properties of spent shales retrieved from an experimental in situ retort at Occidental Oil Shale, Inc.'s Logan Wash site in Garfield County, Colorado. Correlation between mineralogy of the spent materials and the mobility of major, minor, and trace elements are indicated, and relationships with important process parameters are discussed. The progress of carbonate decomposition reactions and silication reactions is indicative of the processing conditions experienced by the shale materials and influences the mobility of major, minor, and trace elements when the solids are contacted by water. Shale minerals that are exposed to the extreme conditions reached in underground retorting form high temperature product phases including akermanite-gehlenite and diopside-augite solid solutions, kalsilite, monticellite, and forsterie. The persistence of relatively thermally stable phases, such as quartz, orthoclase, and albite provide insight into the extremes of processing conditions experienced by the spent shales. Leachate compositions suggest that several trace elements, including vanadium, boron, fluoride, and arsenic are not rendered immobile by the formation of the high-temperature silicate product phase akermanite-gehlenite.

Peterson, E.J.; O'Rourke, J.A.; Wagner, P.

1981-01-01T23:59:59.000Z

280

The Karo-la Decollement, southern Tibet a Himalayan extensional structure domed by emplacement of the Late Miocene Karo-La Granite  

E-Print Network (OSTI)

of Geosciences, University of Houston, Houston, TX 77204 References Cogan, M.J., K.D. Nelson, W.S.F. Kidd, and C, T.M., P. Copeland, W.S.F. Kidd, and O. Lovera, 1995. Activation of the Nyainqentanghla shear zone: implications for uplift of the southern Tibetan Plateau. Tectonics, 14, 658-676. Kidd, W.S.F., M. Edwards, Y

Kidd, William S. F.

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


281

Stratigraphy, coal occurrence, and depositional history of the Paleocene Fort Union Formation, Sand Wash basin, northwestern Colorado  

SciTech Connect

The Fort Union Formation in the Sand Wash basin is divided into the massive Cretaceous and Tertiary (K/T) sandstone unit, lower coal-bearing unit, gray-green mudstone unit, basin sandy unit, and upper shaly unit. Lithofacies and coal-occurrence maps of the stratigraphic units indicate that sandstone bodies and coal beds occur along south-north oriented, intermontane fluvial systems. Net-sandstone-thickness trends of the massive K/T sandstone unit reveal laterally extensive channel-fill sandstones formed in north-flowing fluvial systems. The massive K/T sandstone unit's dominant source was in the Sawatch Range. Sandstones within the lower coal-bearing unit consist of similar north-flowing fluvial systems, but they are laterally discontinuous and have several tectonically active source areas, including the Uinta and Sierra Madre-Park uplifts, and Sawatch Range. Coal-occurrence maps of the lower coal-bearing unit indicate that maximum coal-bed thicknesses are greatest along the south-north-oriented fluvial axes. Coal beds thin and split to the east and west, confirming a direct relation between the position of thick, fluvial-sandstone bodies, which form a stable platform for peat accumulation, and the location of the thick coal beds. Above the lower coal-bearing unit, the gray-green mudstone unit forms north-trending belts centered R91W and R100W. The gray-green mudstone thins to the north and into the basin center and probably is lacustrine in origin, reflecting tectonic quiescence and cessation of coarse clastic sedimentation. The basin sandy unit is best developed in the central parts of the basin, where its fluvial depositional axis is oriented south-north. The upper shaly unit directly overlies the basin sandy unit and includes a thin Cherokee coal zone. The upper shaly unit has variable thicknesses due to erosion at the base of the Wasatch Formation and lateral facies changes.

Tyler, R. (Univ. of Texas, Austin, TX (United States))

1993-08-01T23:59:59.000Z

282

WASH plus infrascaping  

E-Print Network (OSTI)

For many decades, various non-governmental agencies, and political entities have been working to resolve issues relating to Water, Sanitation and Hygiene within developing countries around the world. One area within the ...

Dieudonne, Rudy

2014-01-01T23:59:59.000Z

283

Raw neutron scattering data for strain measurement of hydraulically loaded granite and marble samples in triaxial stress state  

DOE Data Explorer (OSTI)

This entry contains raw data files from experiments performed on the Vulcan beamline at the Spallation Neutron Source at Oak Ridge National Laboratory using a pressure cell. Cylindrical granite and marble samples were subjected to confining pressures of either 0 psi or approximately 2500 psi and internal pressures of either 0 psi, 1500 psi or 2500 psi through a blind axial hole at the center of one end of the sample. The sample diameters were 1.5" and the sample lengths were 6". The blind hole was 0.25" in diameter and 3" deep. One set of experiments measured strains at points located circumferentially around the center of the sample with identical radii to determine if there was strain variability (this would not be expected for a homogeneous material based on the symmetry of loading). Another set of experiments measured load variation across the radius of the sample at a fixed axial and circumferential location. Raw neutron diffraction intensity files and experimental parameter descriptions are included.

Yarom Polsky

284

Raw neutron scattering data for strain measurement of hydraulically loaded granite and marble samples in triaxial stress state  

SciTech Connect

This entry contains raw data files from experiments performed on the Vulcan beamline at the Spallation Neutron Source at Oak Ridge National Laboratory using a pressure cell. Cylindrical granite and marble samples were subjected to confining pressures of either 0 psi or approximately 2500 psi and internal pressures of either 0 psi, 1500 psi or 2500 psi through a blind axial hole at the center of one end of the sample. The sample diameters were 1.5" and the sample lengths were 6". The blind hole was 0.25" in diameter and 3" deep. One set of experiments measured strains at points located circumferentially around the center of the sample with identical radii to determine if there was strain variability (this would not be expected for a homogeneous material based on the symmetry of loading). Another set of experiments measured load variation across the radius of the sample at a fixed axial and circumferential location. Raw neutron diffraction intensity files and experimental parameter descriptions are included.

Polsky, Yarom

2014-05-23T23:59:59.000Z

285

Acid Washed Glass Beads 1. Weigh 50 g of 0.5 mm glass beads (Sigma G-9268, 425-600 m) into a 100 ml-orange cap Pyrex  

E-Print Network (OSTI)

Acid Washed Glass Beads 1. Weigh 50 g of 0.5 mm glass beads (Sigma G-9268, 425-600 µm) into a 100 ml-orange cap Pyrex bottle. The volume of glass beads should be no more than 1/5 of the volume of the bottle used for washes. To scale up, use 100 g of glass beads and a 250 ml orange cap Pyrex bottle. 2

Aris, John P.

286

Fall Chinook Salmon Spawning Ground Surveys in the Snake River Basin Upriver of Lower Granite Dam, Annual Report 2003.  

SciTech Connect

Redd counts were used to document the spawning distribution of fall chinook salmon (Oncorhynchus tshawytscha) in the Snake River basin upriver of Lower Granite Dam. The first reported redd counts were from aerial searches conducted intermittently between 1959 and 1978 (Irving and Bjornn 1981, Witty 1988; Groves and Chandler 1996)(Appendix 1). In 1986, the Washington Department of Fish and Wildlife began an annual monitoring program that, in addition to the Snake River, included aerial searches of the Grande Ronde River the first year (Seidel and Bugert 1987), and the Imnaha River in subsequent years (Seidel et al. 1988; Bugert et al. 1989-1991; Mendel et al. 1992). The U. S. Fish and Wildlife Service and Idaho Power Company began contributing to this effort in 1991 by increasing the number of aerial searches conducted each year and adding underwater searches in areas of the Snake River that were too deep to be searched from the air (Connor et al. 1993; Garcia et al. 1994a, 1994b, 1996-2003; Groves 1993; Groves and Chandler 1996). The Nez Perce Tribe added aerial searches in the Clearwater River basin beginning in 1988 (Arnsberg et. al 1992) and the Salmon River beginning in 1992. Currently searches are conducted cooperatively by the Nez Perce Tribe, Idaho Power Company, and U. S. Fish and Wildlife Service. Our objective for this report was to consolidate the findings from annual redd searches into a single document containing detailed information about the searches from the most recent spawning season, and summary information from previous years. The work conducted in 2003 was funded by the Bonneville Power Administration (Projects 199801003, 199801004, 199403400, 198335003), Idaho Power Company, and Bureau of Land Management.

Garcia, A.P.; Bradbury, S.M.; Arnsberg, B.D.

2004-08-01T23:59:59.000Z

287

Fall Chinook Salmon Spawning Ground Surveys in the Snake River Basin Upriver of Lower Granite Dam, 2005 Annual Report.  

SciTech Connect

Redd counts are routinely used to document the spawning distribution of fall Chinook salmon (Oncorhynchus tshawytscha) in the Snake River basin upriver of Lower Granite Dam. The first reported redd counts were from aerial searches conducted intermittently between 1959 and 1978 (Irving and Bjornn 1981, Witty 1988; Groves and Chandler 1996)(Appendix 1). In 1986, the Washington Department of Fish and Wildlife began an annual monitoring program that, in addition to the Snake River, included aerial searches of the Grande Ronde River the first year (Seidel and Bugert 1987), and the Imnaha River in subsequent years (Seidel et al. 1988; Bugert et al. 1989-1991; Mendel et al. 1992). The U. S. Fish and Wildlife Service and Idaho Power Company began contributing to this effort in 1991 by increasing the number of aerial searches conducted each year and adding underwater searches in areas of the Snake River that were too deep to be searched from the air (Connor et al. 1993; Garcia et al. 1994a, 1994b, 1996-2005; Groves 1993; Groves and Chandler 1996). The Nez Perce Tribe added aerial searches in the Clearwater River basin beginning in 1988 (Arnsberg et. al 1992), and the Salmon River beginning in 1992. Currently searches are conducted cooperatively by the Nez Perce Tribe, Idaho Power Company, and U.S. Fish and Wildlife Service. Our objective for this report was to consolidate the findings from annual redd searches into a single document, containing detailed information about the searches from the most recent spawning season, and summary information from previous years. The work conducted in 2005 was funded by the Bonneville Power Administration and Idaho Power Company.

Garcia, A.P.; Bradbury, S.; Arnsberg, B.D.; Rocklage, S.J.; Groves, P.A.

2006-10-01T23:59:59.000Z

288

Fall Chinook Salmon Spawning Ground Surveys in the Snake River Basin Upriver of Lower Granite Dam, 2004 Annual Report.  

SciTech Connect

Redd counts were used to document the spawning distribution of fall Chinook salmon (Oncorhynchus tshawytscha) in the Snake River basin upriver of Lower Granite Dam. The first reported redd counts were from aerial searches conducted intermittently between 1959 and 1978 (Irving and Bjornn 1981, Witty 1988; Groves and Chandler 1996)(Appendix 1). In 1986, the Washington Department of Fish and Wildlife began an annual monitoring program that, in addition to the Snake River, included aerial searches of the Grande Ronde River the first year (Seidel and Bugert 1987), and the Imnaha River in subsequent years (Seidel et al. 1988; Bugert et al. 1989-1991; Mendel et al. 1992). The U.S. Fish and Wildlife Service and Idaho Power Company began contributing to this effort in 1991 by increasing the number of aerial searches conducted each year and adding underwater searches in areas of the Snake River that were too deep to be searched from the air (Connor et al. 1993; Garcia et al. 1994a, 1994b, 1996-2004; Groves 1993; Groves and Chandler 1996). The Nez Perce Tribe added aerial searches in the Clearwater River basin beginning in 1988 (Arnsberg et. al 1992), and the Salmon River beginning in 1992. Currently searches are conducted cooperatively by the Nez Perce Tribe, Idaho Power Company, and U. S. Fish and Wildlife Service. Our objective for this report was to consolidate the findings from annual redd searches into a single document, containing detailed information about the searches from the most recent spawning season, and summary information from previous years. The work conducted in 2004 was funded by the Bonneville Power Administration, Idaho Power Company, and Bureau of Land Management.

Garcia, A.P.; Bradbury, S.; Arnsberg, B.D.; Rocklage, S.J.; Groves, P.A.

2005-10-01T23:59:59.000Z

289

Fall Chinook Salmon Spawning Ground Surveys in the Snake River Basin Upriver of Lower Granite Dam, Annual Report 2002.  

SciTech Connect

Redd counts were used to document the spawning distribution of fall chinook salmon (Oncorhynchus tshawytscha) in the Snake River basin upriver of Lower Granite Dam. The first reported redd counts were from aerial searches conducted intermittently between 1959 and 1978 (Irving and Bjornn 1981, Witty 1988; Groves and Chandler 1996)(Appendix 1). In 1986, the Washington Department of Fish and Wildlife began an annual monitoring program that, in addition to the Snake River, included aerial searches of the Grande Ronde River the first year (Seidel and Bugert 1987), and the Imnaha River in subsequent years (Seidel et al. 1988; Bugert et al. 1989-1991; Mendel et al. 1992). The U. S. Fish and Wildlife Service and Idaho Power Company began contributing to this effort in 1991 by increasing the number of aerial searches conducted each year and adding underwater searches in areas of the Snake River that were too deep to be searched from the air (Connor et al. 1993; Garcia et al. 1994a, 1994b, 1996-2001; Groves 1993; Groves and Chandler 1996). The Nez Perce Tribe added aerial searches in the Clearwater River basin beginning in 1988 (Arnsberg et. al 1992) and the Salmon River beginning in 1992. Currently searches are conducted cooperatively by the Nez Perce Tribe, Idaho Power Company, and U. S. Fish and Wildlife Service. Our objective for this report was to consolidate the findings from annual redd searches into a single document containing detailed information about the searches from the most recent spawning season, and summary information from previous years. The work conducted in 2002 was funded by the Bonneville Power Administration (Projects 1998-01-003 and 1994-03-400) and the Idaho Power Company.

Garcia, Aaron P.; Bradbury, S.M.; Arnsberg, Billy D.

2003-09-01T23:59:59.000Z

290

Influence of solubilizing agents (cyclodextrin or surfactant) on phenanthrene degradation by electro-Fenton process – Study of soil washing recycling possibilities and environmental impact  

Science Journals Connector (OSTI)

Abstract One of the aims in soil washing treatment is to reuse the extracting agent and to remove the pollutant in the meantime. Thus, electro-Fenton (EF) degradation of synthetic soil washing solutions heavily loaded with phenanthrene was suggested for the first time. Two solubilising agents hydroxypropyl-beta-cyclodextrin (HPCD) and Tween 80® (TW 80) were chosen as cyclodextrin (CD) and surfactant representatives, respectively. In order to reuse HPCD and to degrade the pollutant simultaneously, the following optimal parameters were determined: [Fe2+] = 0.05 mM (catalyst), I = 2000 mA, and natural solution pH (around 6), without any adjustment. Only 50% of TW 80 (still higher than the critical micelle concentration (CMC)) can be reused against 90% in the case of HPCD while phenanthrene is completely degraded in the meantime, after only 180 min of treatment. This can be explained by the ternary complex formation (Fe2+-HPCD-organic pollutant) (equilibrium constant K = 56 mM?1) that allows OH to directly degrade the contaminant. This confirms that Fe2+ plays an important role as a catalyst since it can promote formation of hydroxyl radicals near the pollutant and minimize HPCD degradation. After 2 h of treatment, HPCD/phenanthrene solution got better biodegradability (BOD5/COD = 0.1) and lower toxicity (80% inhibition of luminescence of Vibrio fischeri bacteria) than TW 80/phenanthrene (BOD5/COD = 0.08; 99% inhibition of V. fischeri bacteria). According to these data, HPCD employed in this integrated (soil washing + EF degradation) approach gave promising results in order to be reused whereas the pollutant is degraded in the meanwhile.

Emmanuel Mousset; Nihal Oturan; Eric D. van Hullebusch; Gilles Guibaud; Giovanni Esposito; Mehmet A. Oturan

2014-01-01T23:59:59.000Z

291

Table 2 -Lime use and practices on Corn, major producing states, 2001 CO GA IL IN IA KS KY MI MN MO NE NY NC ND OH PA SD TX WI Area  

E-Print Network (OSTI)

Table 2 - Lime use and practices on Corn, major producing states, 2001 CO GA IL IN IA KS KY MI MN.7 Table 2 - Lime use and practices on Corn, major producing states, 2000 CO IL IN IA KS KY MI MN MO NE NY use and practices on Corn, major producing states, 1999 CO IL IN IA KS KY MI MN MO NE NC OH SD TX WI

Kammen, Daniel M.

292

Washing Effect of a LiNi0.83Co0.15Al0.02O2 Cathode in Water Jisuk Kim,a  

E-Print Network (OSTI)

high capacity active materials, such as Si, Sn, or LiNi1-x-yCoxMnyO2 with a 4.2 V cutoff.1-5 OneWashing Effect of a LiNi0.83Co0.15Al0.02O2 Cathode in Water Jisuk Kim,a Youngsik Hong,b,d Kwang Sun mAh Li-ion cell was commercialized in 2004. Despite the fact that the electrode materials used were

Cho, Jaephil

293

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2000 Annual Report.  

SciTech Connect

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 2000 annual report covers the fourth year of sampling of this multi-year study. In 2000 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon rivers. The Snake River was sampled between Lower Granite Dam (rkm 174) and the mouth of the Salmon River (rkm 303), and the Salmon River was sampled from its mouth upstream to Hammer Creek (rkm 84). A total of 53,277 hours of setline effort and 630 hours of hook-and-line effort was employed in 2000. A total of 538 white sturgeon were captured and tagged in the Snake River and 25 in the Salmon River. Since 1997, 32.8 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 48 cm to 271 cm and averaged 107 cm. In the Salmon River, white sturgeon ranged in total length from 103 cm to 227 cm and averaged 163 cm. Using the Jolly-Seber open population estimator, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,725 fish, with a 95% confidence interval of 1,668-5,783. A total of 10 white sturgeon were fitted with radio-tags. The movement of these fish ranged from 54.7 km (34 miles) downstream to 78.8 km (49 miles) upstream; however, 43.6 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 31 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 138 aged white sturgeon. The results suggests fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. A total of 34 white sturgeon eggs were recovered: 27 in the Snake River, and seven in the Salmon River.

Everett, Scott R.; Tuell, Michael A. (Nez Perce Tribe, Department of Fishereis Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

294

Evaluate Potenial Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2002 Annual Report.  

SciTech Connect

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This report presents a summary of results from the 1997-2002 Phase II data collection and represents the end of phase II. From 1997 to 2001 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon. A total of 1,785 white sturgeon were captured and tagged in the Snake River and 77 in the Salmon River. Since 1997, 25.8 percent of the tagged white sturgeon have been recaptured. Relative density of white sturgeon was highest in the free-flowing segment of the Snake River, with reduced densities of fish in Lower Granite Reservoir, and low densities the Salmon River. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir, the free-flowing Snake River and the Salmon River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 30 percent since the 1970's. Using the Jolly-Seber model, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,483 fish, with a 95% confidence interval of 1,208-7,477. Total annual mortality rate was estimated to be 0.14 (95% confidence interval of 0.12 to 0.17). A total of 35 white sturgeon were fitted with radio-tags during 1999-2002. The movement of these fish ranged from 53 km (33 miles) downstream to 77 km (48 miles) upstream; however, 38.8 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. The results suggest fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate egg mats documented white sturgeon spawning in four consecutive years. A total of 49 white sturgeon eggs were recovered in the Snake River from 1999-2002, and seven from the Salmon River during 2000.

Everett, Scott R.; Tuell, Michael A.; Hesse, Jay A. (Nez Perce Tribe, Department of Fisheries Management, Lapwai, ID)

2004-02-01T23:59:59.000Z

295

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 2001 Annual Report.  

SciTech Connect

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 2001 annual report covers the fifth year of sampling of this multi-year study. In 2001 white sturgeon were captured, marked, and population data were collected in the Snake and Salmon rivers. The Snake River was sampled between Lower Granite Dam (rkm 174) and the mouth of the Salmon River (rkm 303), and the Salmon River was sampled from its mouth upstream to Hammer Creek (rkm 84). A total of 45,907 hours of setline effort and 186 hours of hook-and-line effort was employed in 2001. A total of 390 white sturgeon were captured and tagged in the Snake River and 12 in the Salmon River. Since 1997, 36.1 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 42 cm to 307 cm and averaged 107 cm. In the Salmon River, white sturgeon ranged in total length from 66 cm to 235 cm and averaged 160 cm. Using the Jolly-Seber model, the abundance of white sturgeon <60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 2,483 fish, with a 95% confidence interval of 1,208-7,477. An additional 10 white sturgeon were fitted with radio-tags during 2001. The locations of 17 radio-tagged white sturgeon were monitored in 2001. The movement of these fish ranged from 38.6 km (24 miles) downstream to 54.7 km (34 miles) upstream; however, 62.6 percent of the detected movement was less than 0.8 km (0.5 mile). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P<0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 30 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir had a higher relative weight factor than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 309 aged white sturgeon. The results suggest fish are currently growing faster than fish historically inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. A total of 14 white sturgeon eggs were recovered in the Snake River in 2001.

Everett, Scott R.; Tuell, Michael A. (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

296

~txF74.ptx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

WEDNESDAY WEDNESDAY OCTOBER 19, 2011 + + + + + The Electricity Advisory Committee met in the Conference Center of the National Rural Electric Cooperative Association Headquarters, 4301 Wilson Boulevard, Arlington, Virginia, at 2:00 p.m., Richard Cowart, Chair, presiding. MEMBERS PRESENT RICHARD COWART, Regulatory Assistance Project, Chair THE HONORABLE ROBERT CURRY, New York State Public Service Commission JOSE DELGADO, American Transmission Company (Ret.) ROGER DUNCAN, Austin Energy (Ret.) ROBERT GRAMLICH, American Wind Energy Association MICHAEL HEYECK, American Electric Power JOSEPH KELLIHER, NextEra Energy, Inc. EDWARD KRAPELS, Anbaric Holdings RALPH MASIELLO, KEMA RICH MEYER, National Rural Electric

297

~tx22C0.ptx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

+ + + + + STUDYING THE COMMUNICATIONS REQUIREMENTS OF ELECTRIC UTILITIES TO INFORM FEDERAL SMART GRID POLICIES + + + + + PUBLIC MEETING + + + + + THURSDAY, JUNE 17, 2010 + + + + + The Public Meeting was held in Room 8E069 at the Department of Energy, Forrestal Building, 1000 Independence Avenue, S.W., Washington, D.C., at 10:00 a.m., Scott Blake Harris, Chair, presiding. PRESENT: BECKY BLALOCK SHERMAN J. ELLIOTT LYNNE ELLYN SCOTT BLAKE HARRIS JIM INGRAHAM JIM L. JONES MICHAEL LANMAN KYLE McSLARROW ROY PERRY 202-234-4433 Neal R. Gross & Co., Inc. Page 2

298

College TX 71843-25000  

E-Print Network (OSTI)

C L S F A 5 P F E m. N .n. m m w. F u .H II. A, m m mu" ..... 59. (1973) 5003. [ll] BACRI, J. C. et RAJAONARISON, R., A paraitre. [12] KAWASAKI, K., Ann. Phys.

299

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 1997 Annual Report.  

SciTech Connect

During 1997 the first phase of the Nez Perce Tribe White Sturgeon Project was completed and the second phase was initiated. During Phase I the ''Upper Snake River White Sturgeon Biological Assessment'' was completed, successfully: (1) compiling regional white sturgeon management objectives, and (2) identifying potential mitigation actions needed to rebuild the white sturgeon population in the Snake River between Hells Canyon and Lower Granite dams. Risks and uncertainties associated with implementation of these potential mitigative actions could not be fully assessed because critical information concerning the status of the population and their habitat requirements were unknown. The biological risk assessment identified the fundamental information concerning the white sturgeon population that is needed to fully evaluate the effectiveness of alternative mitigative strategies. Accordingly, a multi-year research plan was developed to collect specific biological and environmental data needed to assess the health and status of the population and characterize habitat used for spawning and rearing. In addition, in 1997 Phase II of the project was initiated. White sturgeon were captured, marked, and population data were collected between Lower Granite Dam and the mouth of the Salmon River. During 1997, 316 white sturgeon were captured in the Snake River. Of these, 298 were marked. Differences in the fork length frequency distributions of the white sturgeon were not affected by collection method. No significant differences in length frequency distributions of sturgeon captured in Lower Granite Reservoir and the mid- and upper free-flowing reaches of the Snake River were detected. The length frequency distribution indicated that white sturgeon between 92 and 183 cm are prevalent in the reaches of the Snake River that were sampled. However, white sturgeon >183 have not changed markedly since 1970. I would speculate that some factor other than past over-fishing practices is limiting the recruitment of white sturgeon into larger size classes (>183 cm). Habitat, food resources, and migration have been severely altered by the impoundment of the Snake River and it appears that the recruitment of young may not be severely affected as recruitment of fish into size classes > 183 cm.

Hoefs, Nancy (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2004-02-01T23:59:59.000Z

300

Removal of Cu, Pb and Zn by foam fractionation and a soil washing process from contaminated industrial soils using soapberry-derived saponin: A comparative effectiveness assessment  

Science Journals Connector (OSTI)

Abstract The feasibility of using the eco-friendly biodegradable surfactant saponin (a plant-based surfactant) from soapberry and surfactin from Bacillus subtilis (BBK006) for the removal of heavy metals from contaminated industrial soil (6511 mg kg?1 copper, 4955 mg kg?1 lead, and 15 090 mg kg?1 zinc) by foam fractionation and a soil flushing process was evaluated under variation of fundamental factors (surfactant concentration, pH, temperature and time). The results of latter process showed that 1–2% Pb, 16–17% Cu and 21–24% Zn was removed by surfactin after 48 h, whereas the removal of Pb, Cu and Zn was increased from 40% to 47%, 30% to 36% and 16% to 18% in presence of saponin with an increase from 24 to 72 h at room temperature by the soil washing process at pH 4. In the foam fractionation process, the metal removal efficiencies were increased with increases in the saponin concentration (0.075–0.15 g L?1) and time (24–72 h), whereas the efficiency was decreased with increasing pH (4–10) and temperature (>40 °C). The removal efficiencies of Pb, Cu and Zn were increased significantly from 57% to 98%, 85% to 95% and 55% to 56% with an increase in the flow rate from 0.2 to 1.0 L min?1 at 0.15 g L?1 saponin (pH 4 and 30 °C). The present investigation indicated that the foam fractionation process is more efficient for the removal of heavy metal from contaminated industrial soil in comparison to the soil washing process. The plant-based eco-friendly biodegradable biosurfactant saponin can be used for environmental cleanup and pollution management.

Jyoti Prakash Maity; Yuh Ming Huang; Chun-Mei Hsu; Ching-I Wu; Chien-Cheng Chen; Chun-Yi Li; Jiin-Shuh Jean; Young-Fo Chang; Chen-Yen Chen

2013-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


301

Evaluate Potential Means of Rebuilding Sturgeon Populations in the Snake River between Lower Granite and Hells Canyon Dams, 1999 Annual Report.  

SciTech Connect

The specific research goal of this project is to identify means to restore and rebuild the Snake River white sturgeon (Acipenser transmontanus) population to support a sustainable annual subsistence harvest equivalent to 5 kg/ha/yr (CBFWA 1997). Based on data collected, a white sturgeon adaptive management plan will be developed. This 1999 annual report covers the third year of sampling of this multi-year study. In 1999 white sturgeon were captured, marked and population data were collected in the Snake and Salmon rivers. A total of 33,943 hours of setline effort and 2,112 hours of hook-and-line effort was employed in 1999. A total of 289 white sturgeon were captured and tagged in the Snake River and 29 in the Salmon River. Since 1997, 11.1 percent of the tagged white sturgeon have been recaptured. In the Snake River, white sturgeon ranged in total length from 27 cm to 261 cm and averaged 110 cm. In the Salmon River, white sturgeon ranged in total length from 98 cm to 244 cm and averaged 183.5 cm. Using the Jolly-Seber model, the abundance of white sturgeon < 60 cm, between Lower Granite Dam and the mouth of the Salmon River, was estimated at 1,823 fish, with a 95% confidence interval of 1,052-4,221. A total of 15 white sturgeon were fitted with radio-tags. The movement of these fish ranged from 6.4 km (4 miles) downstream to 13.7 km (8.5 miles) upstream; however, 83.6 percent of the detected movement was less than 0.8 kilometers (0.5 miles). Both radio-tagged fish and recaptured white sturgeon in Lower Granite Reservoir appear to move more than fish in the free-flowing segment of the Snake River. No seasonal movement pattern was detected, and no movement pattern was detected for different size fish. Differences were detected in the length frequency distributions of white sturgeon in Lower Granite Reservoir and the free-flowing Snake River (Chi-Square test, P < 0.05). The proportion of white sturgeon greater than 92 cm (total length) in the free-flowing Snake River has shown an increase of 29 percent since the 1970's. Analysis of the length-weight relationship indicated that white sturgeon in Lower Granite Reservoir were slightly larger than white sturgeon in the free-flowing Snake River. A von Bertalanffy growth curve was fitted to 49 aged white sturgeon. The results suggests the fish are currently growing faster than fish historicly inhabiting the study area, as well as other Columbia River basin white sturgeon populations. Artificial substrate mats were used to document white sturgeon spawning. Five white sturgeon eggs were recovered in the Snake River.

Tuell, Michael A.; Everett, Scott R. (Nez Perce Tribe, Department of Fisheries Resource Management, Lapwai, ID)

2003-03-01T23:59:59.000Z

302

Northern Tool + Equipment Find the Right Fitting for Your Pressure Washer at Northern Tool! NorthernTool.com/PressureWashers Pristine Pressure Pressure/power washing in Maryland Vinyl siding cleaned, decks cleaned www.pristinepressure.com  

E-Print Network (OSTI)

ability to clean while saving on our most important resources, water and energy." In recognition! NorthernTool.com/PressureWashers Pristine Pressure Pressure/power washing in Maryland Vinyl siding cleaned, decks cleaned www.pristinepressure.com Siding Cleaning Bring back the life to your siding! Estimates

Sóbester, András

303

Enhanced photodegradation of pentachlorophenol in a soil washing system under solar irradiation with TiO2 nanorods combined with municipal sewage sludge  

Science Journals Connector (OSTI)

Abstract A novel remediation method for soil contaminated with hydrophobic chlorinated aromatic pollutants (HCAPs) was developed using TiO2 nanorods combined with municipal sewage sludge in surfactant solution. The target contaminant washed into surfactant solution from polluted soil can be rapidly removed under natural sunlight irradiation. The photocatalyst synthesized by TiO2 combined with municipal sewage sludge by a hydrothermal process shows excellent ability in this situation. The TiO2 nanorods appear on the surface of municipal sewage sludge, which offers a new way of solving waste municipal sewage sludge disposal problem and of producing high-activity photocatalyst. The nanocomposite was characterized by SEM, X-ray diffraction, and UV–Vis DRS. Results showed that the new nanocomposite was better than the original TiO2 catalyst. Using the proposed method in this study, the target contaminant can be removed by up to 97% after 30 min of irradiation in natural sunlight, whereas the surfactant loss was only 27%.

Zeyu Zhou; Yaxin Zhang; Hongtao Wang; Tan Chen; Wenjing Lu

2015-01-01T23:59:59.000Z

304

For questions, contact the Rice Alliance at 713.348.3443 Submit form with payment details via fax at 713.348.3110 or mail to: Rice Alliance for Technology and Entrepreneurship Rice University MS-531 P.O. Box 2932 Houston, TX 77252-2932  

E-Print Network (OSTI)

For questions, contact the Rice Alliance at 713.348.3443 · Submit form with payment details via fax at 713.348.3110 or mail to: Rice Alliance for Technology and Entrepreneurship · Rice University · MS-531 · P.O. Box 2932 · Houston, TX · 77252-2932 Rice Alliance Annual Corporate Underwriter Program 2012

305

Washing Fresh Fruits and Vegetables  

E-Print Network (OSTI)

to race, color, sex, disability, religion, age, or national origin. Issued in furtherance of Cooperative Extension Work in Agriculture and Home Economics, Acts of Congress of May 8, 1914, as amended, and June 30, 1914, in cooperation with the United...

Scott, Amanda

2008-09-05T23:59:59.000Z

306

The Washing of the Water  

E-Print Network (OSTI)

the willows in the name of flood control. LISSA And when aredeluge, downpour, or flood. You are my mugwort. LISSAarea, summer camp, and flood control basin--a floor wax and

Renner, Marcus

2013-01-01T23:59:59.000Z

307

Contribution of atom-probe tomography to a better understanding of glass alteration mechanisms: application to a nuclear glass specimen altered 25 years in a granitic environment  

SciTech Connect

We report and discuss results of atom probe tomography (APT) and energy-filtered transmission electron microscopy (EFTEM) applied to a borosilicate glass sample of nuclear interest altered for nearly 26 years at 90°C in a confined granitic medium in order to better understand the rate-limiting mechanisms under conditions representative of a deep geological repository for vitrified radioactive waste. The APT technique allows the 3D reconstruction of the elemental distribution at the reactive interphase with sub-nanometer precision. Profiles of the B distribution at pristine glass/hydrated glass interface obtained by different techniques are compared to show the challenge of accurate measurements of diffusion profiles at this buried interface on the nanometer length scale. Our results show that 1) Alkali from the glass and hydrogen from the solution exhibit anti-correlated 15 ± 3 nm wide gradients located between the pristine glass and the hydrated glass layer, 2) boron exhibits an unexpectedly sharp profile located just at the outside of the alkali/H interdiffusion layer; this sharp profile is more consistent with a dissolution front than a diffusion-controlled release of boron. The resulting apparent diffusion coefficients derived from the Li and H profiles are DLi = 1.5 × 10-22 m2.s-1 and DH = 6.8 × 10-23 m2.s-1. These values are around two orders of magnitude lower than those observed at the very beginning of the alteration process, which suggests that interdiffusion is slowed at high reaction progress by local conditions that could be related to the porous structure of the interphase. As a result, the accessibility of water to the pristine glass could be the rate-limiting step in these conditions. More generally, these findings strongly support the importance of interdiffusion coupled with hydrolysis reactions of the silicate network on the long-term dissolution rate, contrary to what has been suggested by recent interfacial dissolution-precipitation models for silicate minerals.

Gin, Stephane [CEA Marcoule DTCD SECM LCLT, Bagnols-sur-Ceze (France); Ryan, Joseph V. [Pacific Northwest National Laboratory (PNNL), Richland, WA (United States); Schreiber, Daniel K. [Pacific Northwest National Laboratory (PNNL), Richland, WA (United States); Neeway, James J. [Pacific Northwest National Laboratory (PNNL), Richland, WA (United States); Cabie, M. [Aix-Marseille Universite, CP2M, Marseille (France)

2013-06-26T23:59:59.000Z

308

Monitoring and Evaluation of Smolt Migration in the Columbia Basin, Volume XIV; Evaluation of 2006 Prediction of the Run-Timing of Wild and Hatchery-Reared Salmon and Steelhead at Rock Island, Lower Granite, McNary, John Day and Bonneville Dams using Program Real Time, Technical Report 2006.  

SciTech Connect

Program RealTime provided monitoring and forecasting of the 2006 inseason outmigrations via the internet for 32 PIT-tagged stocks of wild ESU chinook salmon and steelhead to Lower Granite and/or McNary dams, one PIT-tagged hatchery-reared ESU of sockeye salmon to Lower Granite Dam, and 20 passage-indexed runs-at-large, five each to Rock Island, McNary, John Day, and Bonneville Dams. Twenty-four stocks are of wild yearling chinook salmon which were captured, PIT-tagged, and released at sites above Lower Granite Dam in 2006, and have at least one year's historical migration data previous to the 2006 migration. These stocks originate in drainages of the Salmon, Grande Ronde and Clearwater Rivers, all tributaries to the Snake River, and are subsequently detected through the tag identification and monitored at Lower Granite Dam. In addition, seven wild PIT-tagged runs-at-large of Snake or Upper Columbia River ESU salmon and steelhead were monitored at McNary Dam. Three wild PIT-tagged runs-at-large were monitored at Lower Granite Dam, consisting of the yearling and subyearling chinook salmon and the steelhead trout runs. The hatchery-reared PIT-tagged sockeye salmon stock from Redfish Lake was monitored outmigrating through Lower Granite Dam. Passage-indexed stocks (stocks monitored by FPC passage indices) included combined wild and hatchery runs-at-large of subyearling and yearling chinook, coho, and sockeye salmon, and steelhead trout forecasted to Rock Island, McNary, John Day, and Bonneville Dams.

Griswold, Jim

2007-01-01T23:59:59.000Z

309

Monitoring and Evaluation of Smolt Migration in the Columbia Basin : Volume XV : Evaluation of the 2007 Predictions of the Run-Timing of Wild and Hatchery-Reared Salmon and Steelhead Smolts to Rock Island, Lower Granite, McNary, John Day, and Bonneville Dams using Program RealTime.  

SciTech Connect

Program RealTime provided monitoring and forecasting of the 2007 inseason outmigrations via the internet for 26 PIT-tagged stocks of wild ESU Chinook salmon and steelhead to Lower Granite and/or McNary dams, one PIT-tagged hatchery-reared ESU of sockeye salmon to Lower Granite Dam, one PIT-tagged wild stock of sockeye salmon to McNary Dam, and 20 passage-indexed runs-at-large, five each to Rock Island, McNary, John Day, and Bonneville dams. Nineteen stocks are of wild yearling Chinook salmon which were captured, PIT-tagged, and released at sites above Lower Granite Dam in 2007 and have at least one year's historical migration data previous to the 2007 migration. These stocks originate in 19 tributaries of the Salmon, Grande Ronde and Clearwater Rivers, all tributaries to the Snake River, and are subsequently detected through tag identification and monitored at Lower Granite Dam. Seven wild PIT-tagged runs-at-large of Snake or Upper Columbia River ESU salmon and steelhead were monitored at McNary Dam. Three wild PIT-tagged runs-at-large were monitored at Lower Granite Dam, consisting of the yearling and subyearling Chinook salmon and the steelhead runs. The hatchery-reared PIT-tagged sockeye salmon stock from Redfish Lake was monitored outmigrating through Lower Granite Dam. Passage-indexed stocks (stocks monitored by FPC passage indices) included combined wild and hatchery runs-at-large of subyearling and yearling Chinook, coho, and sockeye salmon, and steelhead forecasted to Rock Island, McNary, John Day, and Bonneville dams.

Griswold, Jim; Townsend, Richard L.; Skalski, John R.

2008-12-01T23:59:59.000Z

310

Passage Distribution and Federal Columbia River Power System Survival for Steelhead Kelts Tagged Above and at Lower Granite Dam, Year 2  

SciTech Connect

Steelhead (Oncorhynchus mykiss) populations have declined throughout their range in the last century and many populations, including those of the Snake River Basin are listed under the Endangered Species Act of 1973. The reasons for their decline are many and complex, but include habitat loss and degradation, overharvesting, and dam construction. The 2008 Biological Opinion calls for an increase in the abundance of female steelhead through an increase in iteroparity (i.e., repeat spawning) and this can be realized through a combination of reconditioning and in-river survival of migrating kelts. The goal of this study is to provide the data necessary to inform fisheries managers and dam operators of Snake River kelt migration patterns, survival, and routes of dam passage. Steelhead kelts (n = 487) were captured and implanted with acoustic transmitters and passive integrated transponder (PIT)-tags at the Lower Granite Dam (LGR) Juvenile Fish Facility and at weirs located in tributaries of the Snake and Clearwater rivers upstream of LGR. Kelts were monitored as they moved downstream through the Federal Columbia River Power System (FCRPS) by 15 autonomous and 3 cabled acoustic receiver arrays. Cabled receiver arrays deployed on the dam faces allowed for three-dimensional tracking of fish as they approached the dam face and were used to determine the route of dam passage. Overall, 27.3% of the kelts tagged in this study successfully migrated to Martin Bluff (rkm 126, as measured from the mouth of the Columbia River), which is located downstream of all FCRPS dams. Within individual river reaches, survival per kilometer estimates ranged from 0.958 to 0.999; the lowest estimates were observed in the immediate forebay of FCRPS dams. Steelhead kelts tagged in this study passed over the spillway routes (spillway weirs, traditional spill bays) in greater proportions and survived at higher rates compared to the few fish passed through powerhouse routes (turbines and juvenile bypass systems). The results of this study provide information about the route of passage and subsequent survival of steelhead kelts that migrated through the Snake and Columbia rivers from LGR to Bonneville Dam in 2013. These data may be used by fisheries managers and dam operators to identify potential ways to increase the survival of kelts during their seaward migrations.

Colotelo, Alison HA; Harnish, Ryan A.; Jones, Bryan W.; Hanson, Amanda C.; Trott, Donna M.; Greiner, Michael J.; McMichael, Geoffrey A.; Ham, Kenneth D.; Deng, Zhiqun; Brown, Richard S.; Weiland, Mark A.; Li, X.; Fu, Tao

2014-03-28T23:59:59.000Z

311

Granite County Secondary Data Analysis  

E-Print Network (OSTI)

Infarction prevalence (Heart Attack) 3.4% 4.1% 6.0% All Sites Cancer 416.6 455.5 543.2 1 Community. Heart Disease 2. Cancer 3. CLRD* 1. Cancer 2. Heart Disease 3.CLRD* 1. Heart Disease 2. Cancer 3

Maxwell, Bruce D.

312

Granitic Rock: Properties in situ  

Science Journals Connector (OSTI)

...depressions with ir-regular floors and opposing walls that are mirror images of each other, that is, like (), rather than the...observed limit Gmi c2r = fa2 compared to GM!c2r = 1 2 for the Schwarzschild limit. The fine struc-ture constant thus emerges from astro-nomicalimeasurements...

Arnold S. Orange; Gene Simmons; Amos Nur

1969-07-11T23:59:59.000Z

313

RADIOACTIVE WASTE DISPOSAL IN GRANITE  

E-Print Network (OSTI)

Nuclear Haste Isolation at Battelle Memorial Institute. Lead organizations for the Swedish-American cooperative research program

Witherspoon, P.A.

2010-01-01T23:59:59.000Z

314

Field demonstration of aviation turbine fuel MIL-T-83133C, grade JP-8 (NATO code F-34) at Fort Bliss, TX. Interim report 1 Feb 89-31 Jul 90  

SciTech Connect

A JP-8 fuel demonstration was initiated at Ft. Bliss, TX, to demonstrate the impact of using aviation turbine fuel MIL-T-83133C, grade JP-8 in all military diesel fuel-consuming ground vehicles and equipment. Three major organizations, one ordnance battalion and two activities with a total of 2807 vehicles/equipment (V/E), were identified as participants in the demonstration program, which is authorized to continue through 30 September 1991. No fuel storage tank or V/E fuel cells were drained and flushed prior to introduction of JP-8 fuel. This procedure resulted in a commingling of JP-8 fuel with existing diesel fuel. As of 31 July 1990 approximately 4,700,000 gallons of JP-8 fuel had been dispensed to user units at Ft. Bliss and at Ft. Irwin National Training Center (NTC) in California. Three areas of concern arose from the beginning of the program: (1) plugging of fuel filters, (2) loss of power, and (3) overheating. The use of JP-8 fuel did not cause or exacerbate any V/E fuel filter plugging. Where power loss was apparent, generally it was commensurate with the difference in heating values between JP-8 and diesel fuel. The V/E at Ft. Bliss operated satisfactorily with the JP-8 fuel with no alterations, mechanical or otherwise, having to be made to any engines or fuel systems. There were no major differences in fuel procurement costs, V/E fuel consumption, AOAP-directed oil changes, and fuel-wetted component replacements.

Butler, W.E.; Alvarez, R.A.; Yost, D.M.; Westbrook, S.R.; Buckingham, J.P.

1990-12-01T23:59:59.000Z

315

Results Of Routine Strip Effluent Hold Tank, Decontaminated Salt Solution Hold Tank, Caustic Wash Tank And Caustic Storage Tank Samples From Modular Caustic-Side Solvent Extraction Unit During Macrobatch 6 Operations  

SciTech Connect

Strip Effluent Hold Tank (SEHT), Decontaminated Salt Solution Hold Tank (DSSHT), Caustic Wash Tank (CWT) and Caustic Storage Tank (CST) samples from the Interim Salt Disposition Project (ISDP) Salt Batch (“Macrobatch”) 6 have been analyzed for 238Pu, 90Sr, 137Cs, and by Inductively Coupled Plasma Emission Spectroscopy (ICPES). The Pu, Sr, and Cs results from the current Macrobatch 6 samples are similar to those from comparable samples in previous Macrobatch 5. In addition the SEHT and DSSHT heel samples (i.e. ‘preliminary’) have been analyzed and reported to meet NGS Demonstration Plan requirements. From a bulk chemical point of view, the ICPES results do not vary considerably between this and the previous samples. The titanium results in the DSSHT samples continue to indicate the presence of Ti, when the feed material does not have detectable levels. This most likely indicates that leaching of Ti from MST has increased in ARP at the higher free hydroxide concentrations in the current feed.

Peters, T. B.

2014-01-02T23:59:59.000Z

316

~txF7D.ptx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

THURSDAY THURSDAY OCTOBER 20, 2011 + + + + + The Electricity Advisory Committee met, in the Conference Center of the National Rural Electric Cooperative Association Headquarters, 4301 Wilson Boulevard, Arlington, Virginia, at 8:00 a.m., Richard Cowart, Chair, presiding. MEMBERS PRESENT RICHARD COWART, Regulatory Assistance Project, Chair RICK BOWEN, Alcoa RALPH CAVANAGH, Natural Resources Defense Council THE HONORABLE ROBERT CURRY, New York State Public Service Commission JOSE DELGADO, American Transmission Company (Ret.) ROGER DUNCAN, Austin Energy (Ret.) ROBERT GRAMLICH, American Wind Energy Association MICHAEL HEYECK, American Electric Power JOSEPH KELLIHER, NextEra Energy, Inc. EDWARD KRAPELS, Anbaric Holdings

317

SSA annual Meeting Announcement - Austin, TX  

Science Journals Connector (OSTI)

...reported here were obtained assuming an average radiation factor of G.6. Characteristic frequencies (boatwTIght, 1981) were usec to calculate relative estimates of fault size. All three moment estimates resulted in approximate linear increases of log...

318

,"TX, State Offshore Proved Nonproducing Reserves"  

U.S. Energy Information Administration (EIA) Indexed Site

2R9911RTXSF1","RNGR9908RTXSF1","RNGR9909RTXSF1","RNGR9910RTXSF1" "Date","Texas--State Offshore Crude Oil Reserves in Nonproducing Reservoirs (Million Barrels)","Texas--State...

319

Micro-Grids for Colonias (TX)  

SciTech Connect

This report describes the results of the final implementation and testing of a hybrid micro-grid system designed for off-grid applications in underserved Colonias along the Texas/Mexico border. The project is a federally funded follow-on to a project funded by the Texas State Energy Conservation Office in 2007 that developed and demonstrated initial prototype hybrid generation systems consisting of a proprietary energy storage technology, high efficiency charging and inverting systems, photovoltaic cells, a wind turbine, and bio-diesel generators. This combination of technologies provided continuous power to dwellings that are not grid connected, with a significant savings in fuel by allowing power generation at highly efficient operating conditions. The objective of this project was to complete development of the prototype systems and to finalize and engineering design; to install and operate the systems in the intended environment, and to evaluate the technical and economic effectiveness of the systems. The objectives of this project were met. This report documents the final design that was achieved and includes the engineering design documents for the system. The system operated as designed, with the system availability limited by maintenance requirements of the diesel gensets. Overall, the system achieved a 96% availability over the operation of the three deployed systems. Capital costs of the systems were dependent upon both the size of the generation system and the scope of the distribution grid, but, in this instance, the systems averaged $0.72/kWh delivered. This cost would decrease significantly as utilization of the system increased. The system with the highest utilization achieved a capitol cost amortized value of $0.34/kWh produced. The average amortized fuel and maintenance cost was $0.48/kWh which was dependent upon the amount of maintenance required by the diesel generator. Economically, the system is difficult to justify as an alternative to grid power. However, the operational costs are reasonable if grid power is unavailable, e.g. in a remote area or in a disaster recovery situation. In fact, avoided fuel costs for the smaller of the systems in use during this project would have a payback of the capital costs of that system in 2.3 years, far short of the effective system life.

Dean Schneider; Michael Martin; Renee Berry; Charles Moyer

2012-07-31T23:59:59.000Z

320

SSA annual Meeting Announcement - Austin, TX  

Science Journals Connector (OSTI)

...Murphy, Earth Sciences Branch, Office of Nuclear Regulatory Research, U. S. Nuclear Regu- latory Commision, Mail Stop 113055, Washington, D...P-coda and LG waves from underground nuclear explosions in Eurasia W. Mitronovas...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


321

University of Texas, Austin Austin, TX 78712  

E-Print Network (OSTI)

to this problem including; toxic materials, waste and wastewater, emissions and greenhouse gases, energy usage industrial activities in the US, the contribution of manu- facturing to various environmental impacts waste, 3 energy, and 4 carbon emissions. Manufacturing is also a heavy user of water, and there have

Gutowski, Timothy

322

Elevated critical micelle concentration in soil–water system and its implication on PAH removal and surfactant selecting  

Science Journals Connector (OSTI)

Triton X-100 (TX100) and Brij 35 (B35) were used to investigate the elevated critical micelle concentration (CMC) induced by surfactant sorption and its influence on PAH removal in soil washing systems. The surfa...

Helian Li; Jiajun Chen; Lin Jiang

2014-05-01T23:59:59.000Z

323

Results Of Routine Strip Effluent Hold Tank, Decontaminated Salt Solution Hold Tank, And Caustic Wash Tank Samples From Modular Caustic-Side Solvent Extraction Unit During Macrobatch 4 Operations  

SciTech Connect

Strip Effluent Hold Tank (SEHT), Decontaminated Salt Solution Hold Tank (DSSHT), and Caustic Wash Tank (CWT) samples from several of the ?microbatches? of Integrated Salt Disposition Project (ISDP) Salt Batch (?Macrobatch?) 4 have been analyzed for {sup 238}Pu, {sup 90}Sr, {sup 137}Cs, and by inductively-coupled plasma emission spectroscopy (ICPES). Furthermore, samples from the CWT have been analyzed by a variety of methods to investigate a decline in the decontamination factor (DF) of the cesium observed at MCU. The results indicate good decontamination performance within process design expectations. While the data set is sparse, the results of this set and the previous set of results for Macrobatch 3 samples indicate generally consistent operations. There is no indication of a disruption in plutonium and strontium removal. The average cesium DF and concentration factor (CF) for samples obtained from Macrobatch 4 are slightly lower than for Macrobatch 3, but still well within operating parameters. The DSSHT samples show continued presence of titanium, likely from leaching of the monosodium titanate in Actinide Removal Process (ARP).

Peters, T. B.; Fink, S. D.

2012-10-25T23:59:59.000Z

324

Hand Washing in Emergency Situations (Spanish)  

E-Print Network (OSTI)

ER-009S 10-07 Courtney J. Schoessow, Especialista de Programa de Extensi?n - Salud Sistema Universitario Texas A&M Luego de una emergencia como un hurac?n o inundaci?n, es posible que se hayan contaminado o cortado temporalmente los suministros... de agua. Sin embargo, resulta importante que usted y su familia se laven las manos con frecuencia para evitar enfermedades. ?Cu?ndo deber?a higienizarse las manos? ? Antes de preparar comidas o comer ? Luego de utilizar el ba?o ? Luego de cambiar...

Schoessow, Courtney

2007-10-08T23:59:59.000Z

325

Notes of a Surgeon: On Washing Hands  

Science Journals Connector (OSTI)

...sweating breast, most of us do little more than wipe our hands on our white coats and move on — to see the next patient, to scribble a note in the chart, to eat a sandwich. This is, of course, nothing new. Sherwin Nuland's recent book, The Doctors' Plague: Germs, Childbed Fever, and the Strange Story... One afternoon last December, I took a tour of my hospital with Deborah Yokoe, an infectious-disease specialist, and Susan Marino, a medical technologist by training. They work in our infection-control unit. Their full-time job is to stop the spread of ...

Gawande A.

2004-03-25T23:59:59.000Z

326

19 May 1987 PROC. BIOL. SOC. WASH.  

E-Print Network (OSTI)

.-Palau, Peleliu Island, Airport Well, 26 Feb 1985, leg. Thomas M. Iliffe, Jeff Bozanic, and Dennis Williams, holo- type (USNM 232000) and 16 paratypes (USNM 232001); 2 Apr 1985, leg. Dennis Williams and Jeff Bozanic

Iliffe, Thomas M.

327

15 January 1986 PROC. ENTOMOL. SOC. WASH.  

E-Print Network (OSTI)

. Möschler wrote three major faunal works on neotropical Lepidoptera. Two of these, treating Surinam 1876

Davis, Don R.

328

Washing Fresh Fruits and Vegetables (Spanish)  

E-Print Network (OSTI)

?reas de cocinar Lave sus manos con agua caliente con jab?n por 20 segundos antes y despu?s de haber manipulado alimentos y despu?s de haber tocado carne cruda, cambiado un pa?al, usado el ba?o, tocado a una mascota o tocado cualquier cosa que... cloro casero en 1 cuarto de gal?n de agua. Haga esto antes y despu?s de preparar la comida. Cuando lave productos frescos, tambi?n es importante tener un fregadero o lavaplatos limpio. Lave el fregadero con agua caliente con jab?n y despu?s enju...

Scott, Amanda

2008-09-05T23:59:59.000Z

329

Large optics inspection, tilting, and washing stand  

DOE Patents (OSTI)

A large optics stand provides a risk free means of safely tilting large optics with ease and a method of safely tilting large optics with ease. The optics are supported in the horizontal position by pads. In the vertical plane the optics are supported by saddles that evenly distribute the optics weight over a large area.

Ayers, Marion Jay (Brentwood, CA); Ayers, Shannon Lee (Brentwood, CA)

2010-08-24T23:59:59.000Z

330

Fine Anthracite Coal Washing Using Spirals  

SciTech Connect

The spiral performed well in cleaning the coarse 8 x 16 mesh size fraction, as demonstrated by the Ep ranging from 0.091 to 0.177. This is in line with typical spiral performance. In addition, the presence of the coarser size fraction did not significantly affect spiral performance on the typical 16 x 100 mesh fraction, in which the Ep ranged from 0.144 to 0.250. Changes in solids concentration and flow rate did not show a clear correlation with spiral performance. However, for difficult-to-clean coals with high near-gravity material, such as this anthracite, a single-stage spiral cleaning such a wide size fraction may not be able to achieve the clean coal ash and yield specifications required. In the first place, while the performance of the spiral on the coarse 8 x 16 mesh fraction is good with regard to Ep, the cutpoints (SG50s) are high (1.87 to 1.92), which may result in a clean coal with a higher-than-desired ash content. And second, the combination of the spiral's higher overall cutpoint (1.80) with the high near-gravity anthracite results in significant misplaced material that increases the clean coal ash error. In a case such as this, one solution may be to reclean the clean coal and middlings from the first-stage spiral in a second stage spiral.

R.P. Killmeyer; P.H. Zandhuis; M.V. Ciocco; W. Weldon; T. West; D. Petrunak

2001-05-31T23:59:59.000Z

331

flu preparations Wash your hands, cover  

E-Print Network (OSTI)

and audiology. Koop currently co-leads the three-year GenomicsinLiceandSalmonprojectusing advanced genomics in Genomics and Molecular Biology. He was also part of the world-wide team of scientists who mapped the human genome. Koop's team is

Victoria, University of

332

Nuclear car wash status report, August 2005  

SciTech Connect

A large majority of US imports arrive at seaports in maritime cargo containers. The number of containers arriving is nearly 10 million per year, each with a cargo of up to 30 tons of various materials. This provides a vulnerable entry point for the importation of a nuclear weapon or its components by a terrorist group. Passive radiation sensors are being deployed at portals to detect radioactive material and portable instruments are carried by port personnel to augment detection. Those instruments can detect the neutrons and g-rays produced by {sup 240}Pu that is normally present in weapons grade plutonium in cases where cargo overburden is not too great. However, {sup 235}U produces almost no neutron output in its normal radioactive decay and its principal {gamma}-radiation is at 186 keV and is readily attenuated by small amounts of wood or packing materials. Impurities such as {sup 232}U, often present in reactor irradiated material at the 100-200 ppt level, can provide a detectable signal through significant cargo overburden but the wide variations among samples of HEU make this an unreliable means of detecting SNM. High quality radiography may be useful in determining that the majority of containers are clearly free of SNM. However, some containers will lead to ambiguous results from radiography and passive radiation sensing. For these reasons active neutron interrogation is proposed as a means to produce fission and thus greatly amplify the radiation output of fissionable material to facilitate its reliable detection even when well shielded by large cargo overburden. Historically, the fission signature utilized as the unique identifying feature of fissionable materials is the detection of delayed neutrons. However, these neutrons have very low yield {approx} 0.017 per fission in {sup 235}U, and their low energy results in very poor penetration of hydrogenous materials such as fuels, water, wood, or agricultural products. That signature alone does not provide reliable detection in thick cargos. A new signature has been identified and has been developed within the current project for the detection of well shielded SNM. This SNM signature is based on high-energy {beta}-delayed {gamma}-radiation produced by fission products following neutron or photon induced fission. These {gamma}-rays are high enough in energy (E{sub {gamma}} > 3 MeV) to be readily distinguished from any natural background radioactivity since the latter does not extend above 2.6 MeV. Their abundance is nearly a decade greater than delayed neutrons and their short half-lives deliver nearly all of the signature radiation on time scales of one minute or less and thus facilitate rapid scanning. Finally, for this {gamma}-radiation in the 3-6 MeV range attenuation occurs only by Compton scattering and is in the range where minimum attenuation occurs in all materials. Even the thickest cargos of any material attenuate these {gamma}-rays by only a factor of 10-30X so that the signature is readily detected even with the most challenging shield materials. The goals of the current program are to detect significant quantities (much less than IAEA ''significant'' amounts) of well-shielded SNM, and to do so with detection probability P{sub d} {ge} 95% and with false alarm rates P{sub fp} {le} 0.001. It is the goal to meet these requirements in a scan that requires less than one minute to complete and does so without damage to the cargo or to people who may be hidden inside. We intend to meet these requirements even when the cargo overburden is up to {rho}L {le} 150 g/cm{sup 2} of any material ranging from fuels and agricultural products to steel and lead.

Prussin, S; Slaughter, D; Pruet, J; Descalle, M; Bernstein, A; Hall, J; Accatino, M; Alford, O; Asztalos, S; Church, J; Loshak, A; Madden, N; Manatt, D; Moore, T; Norman, E; Petersen, D

2005-07-29T23:59:59.000Z

333

Admittance relay helps wash out system instability  

SciTech Connect

This article describes how delta-current admittance relays detect severe power system disturbances and initiate a power reduction signal on the dc transmission system to help stabilize the integrated ac/HVDC transmission system. It is always desirable to transmit as much power as possible over major transmission line interconnections, and the 500 kV line linking Manitoba in Canada to Minnesota in the US is a good example. A static var system (SVS) is part of this strategy. Note the southern end of an HVDC line through which the power is delivered from northern hydro-electric generation. The ability to quickly control dc-delivered power combined with the complication of SVS switching and the installation of series capacitors has led to special circumstances requiring an unusual approach to maintenance of system stability. The availability of a new protection-oriented computing platform has made the required algorithms feasible.

Sweezy, G. [Minnesota Power, Duluth, MN (United States)] [Minnesota Power, Duluth, MN (United States); Swift, G.; Zhang, Z.

1996-01-01T23:59:59.000Z

334

Granite Wind LLC | Open Energy Information  

Open Energy Info (EERE)

Wind, LLC Wind, LLC Place Redlands, California Zip 92373 Sector Wind energy Product An Apple Valley, California based wind developer. Coordinates 34.055282°, -117.18258° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":34.055282,"lon":-117.18258,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

335

STRESS MEASUREMENTS IN THE STRIPA GRANITE  

E-Print Network (OSTI)

H. Carlsson Division of Rock Mechanics University of Lulea"Lulea\\ Sweden Reprinted by Lawrence Berkeley Laboratory

Carlsson, H.

2011-01-01T23:59:59.000Z

336

Freeze Crystallization: Improving the Energy Efficiency of a Low-Energy Separation Process  

E-Print Network (OSTI)

crystallization systems - crystallizer, wash ing device, refrigeration system, crystal melter, 98 ESL-IE-81-04-18 Proceedings from the Third Industrial Energy Technology Conference Houston, TX, April 26-29, 1981 Concentr~te Pump WASH COLUMN recycle... of 102 ESL-IE-81-04-18 Proceedings from the Third Industrial Energy Technology Conference Houston, TX, April 26-29, 1981 Secondary Hydrate Refrigerant Process Process Power Requirement Freezing Point Depression of KW-Hr/lOOO gal H 2 O 10 10 3230...

Heist, J. A.

1981-01-01T23:59:59.000Z

337

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Houston, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

NETL R&D Tackles Technological NETL R&D Tackles Technological Challenges of the Williston Basin's Bakken Formation Recent development of the Bakken Formation in the Williston Basin of western North Dakota and eastern Montana is a good example of persistent analysis of geologic data and adaptation of new completion technologies overcoming the challenges posed by unconventional reservoirs. However, as with most unconventional plays, as Bakken development continues, questions regarding

338

RAPID/Roadmap/3-TX-e | Open Energy Information  

Open Energy Info (EERE)

session of the legislature, the commissioner must report on the status of the exploration, development, and production of geothermal energy and associated resources under...

339

RAPID/Roadmap/13-TX-a | Open Energy Information  

Open Energy Info (EERE)

Dune Rules Sec. 15.3(d)). Note: Under the Beach Dune Rules Sec. 15.3(s)(2)(a) the exploration for and production of oil and gas is exempted from the Dune Protection permit...

340

RAPID/Roadmap/3-TX-f | Open Energy Information  

Open Energy Info (EERE)

session of the legislature, the commissioner must report on the status of the exploration, development, and production of geothermal energy and associated resources under...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


341

Freeport, TX Liquefied Natural Gas Exports Price to Brazil (Dollars...  

Annual Energy Outlook 2012 (EIA)

Decade Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6 Year-7 Year-8 Year-9 2000's -- -- -- 2010's -- 12.74 11.19 --...

342

Freeport, TX Liquefied Natural Gas Exports to Brazil (Million...  

U.S. Energy Information Administration (EIA) Indexed Site

Decade Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6 Year-7 Year-8 Year-9 2000's 0 0 0 2010's 0 2,581 8,142 0...

343

Freeport, TX LNG Imports (Price) from Yemen (Dollars per Thousand...  

Gasoline and Diesel Fuel Update (EIA)

Decade Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6 Year-7 Year-8 Year-9 2000's -- -- -- 2010's -- 10.30...

344

txH20; Volume 6, Number 1 (Complete)  

E-Print Network (OSTI)

impaired water bodies with stakeholder-driven WPPs 18 I A watershed blueprint Partners work together to restore Arroyo Colorado?s health 20 I The battle of bacteria Agencies, stakeholders focusing on restoring water quality 22 I Lone Star Healthy... contami- nation of water and the presence of pathogens. These E. coli sources can be from sewage overflows, polluted stormwater runoff, or malfunctioning septic systems. Toxic golden algae blooms have killed fish in Lake Granbury and Lake Whitney...

Wythe, Kathy

2010-01-01T23:59:59.000Z

345

txH2O: Volume 6, Number 1 (Complete)  

E-Print Network (OSTI)

impaired water bodies with stakeholder-driven WPPs 18 I A watershed blueprint Partners work together to restore Arroyo Colorado?s health 20 I The battle of bacteria Agencies, stakeholders focusing on restoring water quality 22 I Lone Star Healthy... contami- nation of water and the presence of pathogens. These E. coli sources can be from sewage overflows, polluted stormwater runoff, or malfunctioning septic systems. Toxic golden algae blooms have killed fish in Lake Granbury and Lake Whitney...

Texas Water Resources Institute

2010-01-01T23:59:59.000Z

346

T>x Qoooo&>9 m Ris-M-2733  

E-Print Network (OSTI)

at the Desy synchroton in Hamburg. This report describes a new instrumentation based on a personal computer

347

RAPID/Roadmap/12-TX-a | Open Energy Information  

Open Energy Info (EERE)

take, or kill, or attempt to capture, trap, take, or kill, endangered or threatened fish or wildlife. (Texas Parks and Wildlife Code 68). "Take" means collect, hook, hunt,...

348

DOE - Office of Legacy Management -- Falls City Mill Site - TX...  

Office of Legacy Management (LM)

Control Act Title I Disposal Sites-Falls City, Texas, Disposal Site. LMSS10631. March 2014 Baseline Risk Assessment of Ground Water Contamination at the Uranium Mill Tailings...

349

txH2O: Volume 5, Number 2 (Complete)  

E-Print Network (OSTI)

water use in the land- scape, and capture and reuse water,? Harris said. ?We want families to learn how to use water wisely and efficiently.? For more information about water conserva- tion and rainwater harvesting, visit http://fcs. tamu... optional with drip irrigation), and 7) distribu- tion to plants, wildlife, birds, livestock, or in-home uses. Incentives such as no sales tax on supplies encourage rainwater harvesting. In January 2007, the Texas Commission on Environmental Quality...

Texas Water Resources Institute

2009-01-01T23:59:59.000Z

350

txH20: Volume 8, Number 3 (Complete)  

E-Print Network (OSTI)

in the Metroplex are looking at spending millions of dollars to build water and wastewater treatment plants because of population growth. ?If many people would harvest rainwater and use that for irrigation, that would be a huge savings, so cities might be able... tolerance, water reclamation and water e#23;ciency. ? Six new campus buildings are using harvested rainwater and air conditioner condensate to water their landscapes. I hope you enjoying reading this issue about a timely topic. As always, let?s continue...

Wythe, Kathy

2013-01-01T23:59:59.000Z

351

RAPID/Roadmap/18-TX-a | Open Energy Information  

Open Energy Info (EERE)

that could result from the release of harmful substances stored in underground storage tanks (USTs) and provides for the protection of human health and safety as well as...

352

txH2O: Volume 3, Number 1 (Complete)  

E-Print Network (OSTI)

deposits?remnants of the shallow Permian Sea that once covered the area?in soils and rocks. The reduced quality and quantity has also harmed the river basin?s biodiversity. These problems have per- sisted for many years and have only been intensified... be increased.? According to Dr. Charles Hart, project director, the project?s first objective is establishing a research baseline for the watershed by identifying and evaluating the river basin?s physical features, from both a historical view as well...

Texas Water Resources Institute

2007-01-01T23:59:59.000Z

353

txH2O: Volume 2, Number 2 (Complete)  

E-Print Network (OSTI)

Summerlin Message from the DirectorDr. C. Allan Jones A n important component of restoring and maintaining water quality is the Total Maximum Daily Load (TMDL) Program, authorized by and created to fulfill the requirements of Section 303(d) of the federal...

Texas Water Resources Institute

2006-01-01T23:59:59.000Z

354

txH2O: Volume 2, Number 1 (Complete)  

E-Print Network (OSTI)

help control nonpoint source pollution in Texas Got Manure? Technologies reducing phosphorus in dairy wastes West Texas Rain Rainwater harvesting demonstration sites save water and money Investing in the Future TWRI awards Mills Scholarships... loading, logging, and agricultural and residential development, the consen- sus of the workshop participants was that some restoration of the timing, magnitude and duration of flows in Big Cypress Creek is critical to the sustain- ability of the lake...

Texas Water Resources Institute

2006-01-01T23:59:59.000Z

355

txH20: Volume 6, Number 2 (Complete)  

E-Print Network (OSTI)

participation matters and stories from a few folks who?ve proved it 20 I Deep in the forests Program works to protect water quality through forestry practices 23 I Rainwater for the future Rainwater harvesting increases in popularity across the state... ecosystem there has adapted to it. Naturally occurring microbes thrive on those small amounts of crude, and acres of deep coral forests live o#15; of the seeps, McKinney said. However, massive amounts of oil released in a short amount of time...

Wythe, Kathy

2011-01-01T23:59:59.000Z

356

txH2O: Volume 6, Number 2 (Complete)  

E-Print Network (OSTI)

participation matters and stories from a few folks who?ve proved it 20 I Deep in the forests Program works to protect water quality through forestry practices 23 I Rainwater for the future Rainwater harvesting increases in popularity across the state... ecosystem there has adapted to it. Naturally occurring microbes thrive on those small amounts of crude, and acres of deep coral forests live o#15; of the seeps, McKinney said. However, massive amounts of oil released in a short amount of time...

Texas Water Resources Institute

2011-01-01T23:59:59.000Z

357

August 15, 2013 RX/TX BARGAINING UPDATE 11  

E-Print Network (OSTI)

years. In addition, UPTE has yet to meaningfully negotiate over UC's pension reforms that will protect reform designed to preserve the long-term viability of the retirement programs, so that UC can continue already agreed to these pension reforms, which also apply to non- represented faculty and staff. · Good

Leistikow, Bruce N.

358

txH2O: Volume 4, Number 3 (Complete)  

E-Print Network (OSTI)

. In this position, I will focus on improving urban and suburban water management. I have enjoyed my 20 years in administration positions with Texas AgriLife Research (Texas Agricultural Experiment Station). I am proud of the accomplishments of the institute..., the utility can reverse the process and withdraw the same water out of the Carrizo, into its water delivery system, and on to its customers. This type of water management system is called aquifer storage and recovery (ASR). Although definitions vary, ASR...

Texas Water Resources Institute

2008-01-01T23:59:59.000Z

359

RAPID/Roadmap/14-TX-d | Open Energy Information  

Open Energy Info (EERE)

Texas (RRC) or the Texas Commission on Environmental Quality (TCEQ) reviews and issues Water Quality Certificates. Under the Memorandum of Understanding between the Railroad...

360

txH20: Volume 7, Number 3 (Complete)  

E-Print Network (OSTI)

Texas A&M AgriLife Research Texas A&M AgriLife Extension Service Texas A&M University College of Agriculture and Life Sciences In this issue: ReLevant research: ensuring water supplies Vadose zone modeling, desalination technology...-based technology. In South Texas, scientists tested an innovative technology for desalinating brackish water, learning much about what worked and what didn?t. Technology transfer#24;that critical last step of ge#26;ing science out to the public#24;is...

Wythe, Kathy

2012-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
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361

txH2O: Volume 3, Number 2 (Complete)  

E-Print Network (OSTI)

the state to become involved. Through other bills, the Legislature created seven new groundwater districts, addressed flooding and desalination, dealt with rainwater harvesting and irrigation and provided significant appropriations to implement various water... budgets, monitoring research and ensuring that deadlines are met. One of the project managers? primary functions is to align interested research scientists from the Texas Agricultural Experiment Station and other universi- ties and Texas Cooperative...

Texas Water Resources Institute

2007-01-01T23:59:59.000Z

362

RAPID/Roadmap/7-TX-c | Open Energy Information  

Open Energy Info (EERE)

utility and a "retail electric utility". A "retail electric utility" means a person, political subdivision, electric cooperative, or agency that operates, maintains, or controls...

363

Depositional systems distribution of the lower Oligocene Vicksburg Formation, TX  

SciTech Connect

The lower Oligocene Vicksburg Formation of Texas is situated between the upper Eocene Jackson Group and the upper Oligocene Frio Formation. The paleogeography of the Texas Gulf coastal plain during the early Oligocene is typical of a progradational passive continental margin. However, a detailed regional depositional systems analysis of stratigraphic units, such as the Vicksburg, within a mature petroleum basin can yield results beneficial in both exploration and development. Stratigraphic plays are determined from the distribution of depositional systems, and reservoir characteristics are heavily influenced by conditions of sedimentation. Two primary depocenters (and exploration fairways) of the Texas Vicksburg were the Houston Embayment and the Rio Grande Embayment; they were separated by a deep-rooted structural nose in central Texas: the San Marcos arch. Within the embayments, deltaic depositional systems merged along strike with barrier/strand plain systems. Updip, fluvial systems traversed coastal plain units. On the seaward edge of the paralic systems, sand and mud deposits prograded across, and built up over, the relict Jackson shelf and shelf margin. Contemporaneous growth faulting controlled deltaic depositional patterns in the Rio Grande Embayment and, to a lesser degree, in the Houston Embayment. A barrier/strand plain system within an interdeltaic coastal bight extended across the northern flank of the San Marcos arch. Several minor wave-dominated delta complexes were interspersed within this regional setting. The southern flank of the arch was influenced by the fluvial systems of the Rio Grande Embayment that established another wave-dominated delta. Deposition of the Vicksburg progradational paralic sediments was initiated seaward of the Jackson coastal position. A brief, minor transgression interrupted the progradational pattern during middle Vicksburg deposition.

Coleman, J.; Galloway, W.E. (Univ. of Texas, Austin (USA))

1990-05-01T23:59:59.000Z

364

txH20: Volume 7, Number 2 (Complete)  

E-Print Network (OSTI)

to come from,? Mace said. According to Dr. Michael Hightower of Sandia National Laboratories in Albuquerque, NM, desalination use is growing by #23;#24; percent a year and water reuse by #23;#20; percent in the United States. #31;at diversi#28...;cation is important, he said, because the country is ?stressing its surface water and groundwater sources.? Although cost is a hindrance to desalination, he said, that cost is decreasing while the cost of fresh water production is increasing. Robert...

Wythe, Kathy

2012-01-01T23:59:59.000Z

365

txH2O: Volume 9, Number 1 (Complete)  

E-Print Network (OSTI)

Runoff Water Table Unsaturated Soil Lake Infiltration Kevin Wagner Message from the Director Groundwater is the largest source of water in Texas, comprising almost 60 percent of water use in the state. The Ogallala Aquifer alone supplies 40 percent... will provide additional drinking water for thirsty communities. Storage of water supplies underground where the water will not be subject to evaporation through aquifer storage and recovery is yet another important tool for helping Texans meet future water...

Wythe, Kathy

2014-01-01T23:59:59.000Z

366

RAPID/Roadmap/8-TX-f | Open Energy Information  

Open Energy Info (EERE)

to the utility system using pre-certified equipment, the protective settings and operations shall be those specified by the utility; Developer is responsible for...

367

RAPID/Roadmap/5-TX-a | Open Energy Information  

Open Energy Info (EERE)

Units: Contiguity of Acreage and Exception 16 TAC 3.33: Geothermal Resource Production Test Forms Required Resources SET VARIABLES FOR USE WITH RESOURCE QUERY Well Field Texas...

368

Acoustic characteristics of bay bottom sediments in Lavaca Bay, TX  

E-Print Network (OSTI)

METHODS An Edgetech X-Star chirp sonar was used to gather subbottom acoustic profile data from Lavaca Bay. The sonar fish was towed on a short line next to the side of the boat, about 0.5 m below the water surface. The data were recorded onto 4 mm... middle Lavaca Bay (just above Chocolate Bay) and Keller bay, which have lines running southwest to northeast (Fig. 1). The subbottom data were plotted and examined on a computer using SonarWeb, a seismic processing program from Chesapeake...

Patch, Mary Catherine

2005-08-29T23:59:59.000Z

369

txH20: Volume 7, Number 1 (Complete)  

E-Print Network (OSTI)

companies and other interests. #31;e bill also required the TWDB to publish a compre- hensive state water plan every #30;ve years and base its projections on a #21;#24;-year planning horizon. Mace said the drought in #23;#22;#22;#19; served as a wake...Texas AgriLife Research Texas AgriLife Extension Service Texas A&M University College of Agriculture and Life Sciences Fall 2011 Texas drought: Now and then Also in this issue . . . A timeline of drought in Texas, Re-water, Drought detective...

Wythe, Kathy

2011-01-01T23:59:59.000Z

370

txH2O: Volume 2, Number 3 (Complete)  

E-Print Network (OSTI)

the Trinity River. This initiative will bring together the talents and knowledge of these organizations and others to improve rural and urban streams, reservoirs and watersheds; to enhance wildlife habitat; and to expand ecotourism opportu- nities...

Texas Water Resources Institute

2006-01-01T23:59:59.000Z

371

Houston-Galveston, TX Alternative Fuel Vehicle (AFV) Incentives  

Energy.gov (U.S. Department of Energy (DOE))

The Houston-Galveston Area Council provides Congestion Mitigation and Air Quality (CMAQ) program grants through the Greater Houston Clean Cities Coalition for 33% of the cost of a new original...

372

RAPID/Roadmap/8-TX-b | Open Energy Information  

Open Energy Info (EERE)

of its intention to pursue the project by proceeding to the Full Interconnection Study (FIS). After 180 days, the results of the Screening Study will expire, and the GINR will be...

373

TX, RRC District 10 Coalbed Methane Proved Reserves, Reserves...  

Gasoline and Diesel Fuel Update (EIA)

8 7 2005-2013 Adjustments 0 0 0 9 0 2009-2013 Revision Increases 0 0 0 0 0 2009-2013 Revision Decreases 0 0 0 0 0 2009-2013 Sales 0 0 0 0 0 2009-2013 Acquisitions 0 0 0 0 0...

374

TX, RRC District 3 Onshore Coalbed Methane Proved Reserves, Reserves...  

Annual Energy Outlook 2012 (EIA)

71 47 2005-2013 Adjustments 0 0 0 81 -17 2009-2013 Revision Increases 0 0 0 0 0 2009-2013 Revision Decreases 0 0 0 0 0 2009-2013 Sales 0 0 0 0 0 2009-2013 Acquisitions 0 0 0 0 0...

375

,"TX, RRC District 2 Onshore Coalbed Methane Proved Reserves...  

U.S. Energy Information Administration (EIA) Indexed Site

Coalbed Methane Proved Reserves, Reserves Changes, and Production" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description"," Of Series","Frequency","Late...

376

,"TX, RRC District 10 Coalbed Methane Proved Reserves, Reserves...  

U.S. Energy Information Administration (EIA) Indexed Site

Coalbed Methane Proved Reserves, Reserves Changes, and Production" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description"," Of Series","Frequency","Late...

377

,"TX, RRC District 4 Onshore Coalbed Methane Proved Reserves...  

U.S. Energy Information Administration (EIA) Indexed Site

Coalbed Methane Proved Reserves, Reserves Changes, and Production" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description"," Of Series","Frequency","Late...

378

,"TX, RRC District 3 Onshore Coalbed Methane Proved Reserves...  

U.S. Energy Information Administration (EIA) Indexed Site

Coalbed Methane Proved Reserves, Reserves Changes, and Production" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description"," Of Series","Frequency","Late...

379

Penitas, TX Natural Gas Pipeline Exports to Mexico (Million Cubic...  

Annual Energy Outlook 2012 (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 252 1,324 824 1,017 871 770 354 155 916 331 57 - No Data Reported; -- Not Applicable; NA Not Available; W Withheld...

380

Penitas, TX Natural Gas Pipeline Exports to Mexico (Million Cubic...  

Annual Energy Outlook 2012 (EIA)

8,489 2,977 1,206 NA 2000's NA NA 5,100 3,036 718 0 0 0 18,923 4,262 2010's 1,371 6,871 0 0 - No Data Reported; -- Not Applicable; NA Not Available; W Withheld to...

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


381

txH20: Volume 6, Number 3 (Complete)  

E-Print Network (OSTI)

and drought. For example, angelonia, petunia, vinca, ornamental peppers, and blue plumbago are moderately tolerant to salt stress. #29;ey can be safely irrigated with municipal reclaimed water without any foliar damage, although plants would become a li... Dr. Genhua Niu of El Paso is identifying drought, salt, and heat-tolerant landscape plants more suitable for El Paso?s environment in her research. The hot, dry climate and saltier water of El Paso can be a landscaper?s nightmare...

Wythe, Kathy

2011-01-01T23:59:59.000Z

382

,"TX, RRC District 3 Onshore Associated-Dissolved Natural Gas...  

U.S. Energy Information Administration (EIA) Indexed Site

,"Excel File Name:","ngenradngdcurtx03a.xls" ,"Available from Web Page:","http:www.eia.govdnavngngenradngdcurtx03a.htm" ,"Source:","Energy Information...

383

RAPID/Roadmap/7-TX-a | Open Energy Information  

Open Energy Info (EERE)

with the Federal Energy Regulatory Commission (FERC) after the effective date of this section, copies of any information, excluding responses to interrogatories, that was filed...

384

RAPID/Roadmap/15-TX-a | Open Energy Information  

Open Energy Info (EERE)

of such notice and any affidavit to the EPA regional administrator in Dallas, all local air pollution control agencies with jurisdiction in the county in which the construction...

385

Energy Engineering Analysis Program, Fort Bliss, TX. Executive summary  

SciTech Connect

The CRS Group, Inc. is pleased to submit this report on the Energy Engineering Analysis Program (EEAP) for Fort Bliss, Texas. This work summarizes the present completion of the increments of the Fort Bliss EEAP where: (1) Data gathering and field inspections; (2) Analysis, project identification, technical feasibility and economic evaluations; (3) Preparation of DD Forms 1391 and POB`s where applicable and final documentation of results and recommendations.

NONE

1983-01-01T23:59:59.000Z

386

Energy Engineering Analysis Program, Fort Bliss, TX. Executive summary  

SciTech Connect

This is a brief overview of a report which consists of nine volumes and a set of appendices in which the EEAP results are presented. All calculational routines for the analyzed Energy Conserving Measures (ECM`s) are either explicitly presented or the computer code employed is referenced. The purpose of the presentation is to allow others to follow the procedures in a straight-forward manner. Costs of implementing an ECM are also shown, broken out by labor and material where applicable, referenced and adjusted to the Fort Bliss market. Where appropriate, applicability lists have been prepared identifying where the ECM`s are to be implemented. Additionally, ECIP Economic Analysis Summary Sheets, Detailed Cost Estimates and Life Cycle Cost Analysis Summary Sheets are included where appropriate. A brief overview of each volume is presented below.

NONE

1984-04-01T23:59:59.000Z

387

Dallas-Fort Worth, TX Clean Taxi Replacement Incentive  

Energy.gov (U.S. Department of Energy (DOE))

The North Central Texas Council of Governments has partnered with the U.S. Environmental Protection Agency and the City of Dallas to develop the North Texas Green & Go Clean Taxi Partnership as...

388

Energy Engineering Analysis Program, Fort Bliss, TX. Executive summary  

SciTech Connect

This summary provides a brief overview of a report which consists of nine volumes and a set of appendices in which the EEAP results to date are presented. All calculational routines for the analyzed Energy Conserving Measures (ECM`s) are either explicitly presented or the computer code employed is referenced. The purpose of the presentation is to allow others to follow the procedures in a straight-forward manner. Costs of implementing an ECM are also shown, broken out by labor and material where applicable, referenced and adjusted to the Fort Bliss market. Where appropriate, applicability lists have been prepared identifying where the ECM1s are to be implemented. Additionally, ECIP Economic Analysis Summary Sheets, Detailed Cost Estimates, and Life Cycle Cost Analysis Summary Sheets are included where appropriate. A brief overview of each volume is presented below.

NONE

1983-09-01T23:59:59.000Z

389

PROC. ENTOMOL. SOC. WASH. 114(2), 2012, pp. 238249  

E-Print Network (OSTI)

from two stands of Scots pine (Pinus sylvestris L.) and red pine (P. resinosa Ait.) in- fested DOI: 10.4289/0013-8797.114.2.238 Sirex noctilio F. (Hymenoptera: Siricidae) is a relatively large wood by Michael W. Gates #12;(Neumann et al. 1987, Tribe and Cillie� 2004, Corley and Villacide 2009), and cause

390

Laboratory and Field Soil Washing Experiments with Surfactant Solutions  

Science Journals Connector (OSTI)

During the last six years, surfactant solutions have been developed to dissolve or mobilize different NAPL types. These solutions were made with anionic surfactants and alcohols, as well as solvents in some ca...

Richard Martel; Pierre J. Gelinas…

2002-01-01T23:59:59.000Z

391

Technical support for the Soiltech soil washing project. Interim report  

SciTech Connect

The organic removal ability of a surfactant solution was studied for an ``as-received`` soil sample. A 15% surfactant solution was added to an equal portion of the soil sample, by volume, and blended. The mixture was then stirred with a magnetic stirrer. A black precipitate resulted, which was then periodically skimmed off the top of the solution. This was done at both room temperature and at 150{degrees}F. The soil sample was examined before and after processing with optical microscopy, environmental scanning electron microscopy (ESEM) , energy dispersive x-ray microanalysis (EDS), and analytical chemical analysis (total oil and grease and petroleum hydrocarbons).

Tomascik, T.S.

1994-08-01T23:59:59.000Z

392

Microsoft Word - Longview-WashWay Acquisition CX.docx  

Energy.gov (U.S. Department of Energy (DOE)) Indexed Site

4, 2012 4, 2012 REPLY TO ATTN OF: KEC-4 SUBJECT: Environmental Clearance Memorandum Joan Kendall Project Manager - TERR-3 Proposed Action: Acquisition of Cowlitz County Public Utility District's (CCPUD) 115-kV transmission line from BPA's Longview Substation to CCPUD's Washington Way Substation Categorical Exclusion Applied (from Subpart D, 10 C.F.R. Part 1021): B1.24 Property Transfers Location: Township 8 North, Range 3 West, Section 36, and Township 8 North, Range 2 West, Sections 31 and 32 in Cowlitz County, Washington Proposed by: Bonneville Power Administration (BPA) Description of the Proposed Action: BPA proposes to acquire a 1.5 mile portion of CCPUD's existing Longview-Washington Way 115-kV transmission line in order to provide a parallel

393

What to do About Your Skin Infection Wash your hands  

E-Print Network (OSTI)

or touching your nose. Infectious Disease Control Unit Stock No. 6-3 3/2007 ©Raimo Suhonen©DermAtlas ©Derm. Never Squeeze or POP boils! This will spread infection! Keep it covered Soak Medication Report, make- up, nail clippers, towels, washcloths, or bars of soap. Keep cuts and scrapes clean and covered

394

Granite County, Montana: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

374643°, -113.4647823° 374643°, -113.4647823° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":46.3374643,"lon":-113.4647823,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

395

City of Granite Falls, Minnesota (Utility Company) | Open Energy  

Open Energy Info (EERE)

City of City of Place Minnesota Utility Id 7494 Utility Location Yes Ownership M NERC Location MRO NERC MRO Yes ISO MISO Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes Activity Buying Transmission Yes Activity Distribution Yes Activity Bundled Services Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] LinkedIn Connections CrunchBase Profile No CrunchBase profile. Create one now! This article is a stub. You can help OpenEI by expanding it. Utility Rate Schedules Grid-background.png Commercial Single Phase Commercial Commercial Single Phase-City Commercial Commercial Three Phase Commercial Commercial Three Phase-City Commercial Residential Residential Residential- City Residential Average Rates Residential: $0.0971/kWh

396

Granite Hills, California: Energy Resources | Open Energy Information  

Open Energy Info (EERE)

2.803107°, -116.9047476° 2.803107°, -116.9047476° Loading map... {"minzoom":false,"mappingservice":"googlemaps3","type":"ROADMAP","zoom":14,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"geoservice":"google","maxzoom":false,"width":"600px","height":"350px","centre":false,"title":"","label":"","icon":"","visitedicon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"wmsoverlay":"","layers":[],"controls":["pan","zoom","type","scale","streetview"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"kml":[],"gkml":[],"fusiontables":[],"resizable":false,"tilt":0,"kmlrezoom":false,"poi":true,"imageoverlays":[],"markercluster":false,"searchmarkers":"","locations":[{"text":"","title":"","link":null,"lat":32.803107,"lon":-116.9047476,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

397

Velocity of Elastic Waves in Granite and Norite  

Science Journals Connector (OSTI)

...excep- tion the fundamental requirement that...interior- wall of boiler-room. This...the buildings safe for operation and providing...amperes for normal operation. A Laon tube...0.1, the fundamental REPORTS AND PAPERS...

L. Don Leet

398

The clotty granite at Perrault Falls, Ontario, Canada  

Science Journals Connector (OSTI)

...Grant (1973)indicates that this assemblageis stable in the presenceol,a eranitic liquid-.and under the following condi-iions: ?:-650 to 700"C,P"ro: 1to 5kb, The reactioncurvesfor an applicableP-? grid are shown in Figure 4. Curve 1...

J. A. Morin; A. C. Turnock

399

Germaniumsilicon fractionation in a tropical, granitic weathering environment  

E-Print Network (OSTI)

at the saprolite­bedrock interface. Mass- balance calculations on saprolite require significant loss of Si and Al

Derry, Louis A.

400

A PILOT HEATER TEST IN THE STRIPA GRANITE  

E-Print Network (OSTI)

i sprickigt berg, University of Lulea. KSB Technical reportDivision of Rock Mechanics Universit,y. ,gf LuleaLulea, SW~aen TWO-WEEK LOAN COpy August 1978 iLAWRENCE ,

Carlsson, H.

2011-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


401

The electrical conductivity of sandstone, limestone and granite  

Science Journals Connector (OSTI)

......logs, Southern Yucca Flat, Nevada Test Site, US Geol. Surv. Rep. Spec...rock and soil samples from the Nevada Test Site, US Geol. Surv. Rep. Spec...Spring formation in Area 12 at the Nevada test site, ch. 5, pp. 1-10. eds......

A. Duba; A. J. Piwinskii; M. Santor; H. C. Weed

1978-06-01T23:59:59.000Z

402

Analysis Of Macroscopic Fractures In Granite In The Hdr Geothermal...  

Open Energy Info (EERE)

between core and acoustic borehole imagery. Detailed structural analysis of the fracture population indicates that fractures are grouped in two principal fractures sets...

403

Scandium minerals in the miaroles of granite at Baveno, Italy  

Science Journals Connector (OSTI)

...be a scandium equivalent of babingtonite (scandiobabingtonite, Ca2FeScSi5O14...complete series ranging from pure babingtonite to scandiobabingtonite, confirming...pale coloured crystals of babingtonite (which is usually black...restrictions have necessitated the use of EDS-equipped scanning...

Carlo Maria GRAMACCIOLI; Italo CAMPOSTRINI; Paolo ORLANDI

404

Influence of Rhamnolipids and Triton X-100 on the Desorption of Pesticides from Soils  

Science Journals Connector (OSTI)

At dosages below soil saturation, surfactants sorbed onto soil, increasing its hydrophobicity and enhancing the sorption of the pesticides by a factor of 2. Similar values of water?soil partition coefficients (Ksol* ) for aged and fresh added pesticides to soils indicate that the aging process used did not significantly alter the capability of either surfactant to desorb the pesticides. ... Although nonionic surfactants have been considered in surfactant-aided soil washing systems, there is little information on the particle-size dependence of these processes, and this may have significant implications for the design of these systems. ... Enhanced Soil Washing of Phenanthrene by Mixed Solutions of TX100 and SDBS ...

Juan C. Mata-Sandoval; Jeffrey Karns; Alba Torrents

2002-09-25T23:59:59.000Z

405

File:EIA-shaleusa10.pdf | Open Energy Information  

Open Energy Info (EERE)

form form View source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search File Edit with form History Facebook icon Twitter icon » File:EIA-shaleusa10.pdf Jump to: navigation, search File File history File usage Granite Wash Play, Texas and Oklahoma Size of this preview: 776 × 600 pixels. Full resolution ‎(1,650 × 1,275 pixels, file size: 582 KB, MIME type: application/pdf) Description Granite Wash Play, Texas and Oklahoma Sources Energy Information Administration Related Technologies Natural Gas Creation Date 2010-11-09 Extent Regional Countries United States UN Region Northern America States Oklahoma, Texas File history Click on a date/time to view the file as it appeared at that time.

406

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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on Local and Regional Air on Local and Regional Air Quality Impacts of Oil and Natural Gas Development Goal The NETL research effort in improving the assessment of impacts to air quality from oil and gas exploration and production activities has the following goals: (1) using NETL's mobile air monitoring laboratory, conduct targeted on-site measurements of emissions from oil and gas production activities that may impact the environment and (2) use collected data in atmospheric chemistry and transport models to further understanding of local and regional air quality impacts. Background The development of shale gas and shale oil resources requires horizontal drilling and multi-stage hydraulic fracturing, two processes that have been known for many years but have only recently become common practice. In addition, fugitive atmospheric

407

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Evaluation of the Carbon Sequestration Evaluation of the Carbon Sequestration Potential of the Cambro Ordovician Strata of the Illinois and Michigan Basins Background Carbon capture and storage (CCS) technologies offer the potential for reducing CO 2 emissions without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires adequate geologic formations capable of (1) storing large volumes of CO 2 , (2) receiving injected CO 2 at efficient and economic rates, and (3) retaining CO 2 safely over extended periods. Research efforts are currently focused on conventional and unconventional storage formations within depositional environments such as: deltaic, fluvial, alluvial, strand- plain, turbidite, eolian, lacustrine, clastic shelf, carbonate shallow shelf, and reef.

408

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Air Products and Chemicals, Inc.: Air Products and Chemicals, Inc.: Demonstration of CO2 Capture and Sequestration of Steam Methane Reforming Process Gas Used for Large-Scale Hydrogen Production Background Carbon dioxide (CO2) emissions from industrial processes, among other sources, are linked to global climate change. Advancing development of technologies that capture and store or beneficially reuse CO2 that would otherwise reside in the atmosphere for extended periods is of great importance. Advanced carbon capture, utilization and storage (CCUS) technologies offer significant potential for reducing CO2 emissions and mitigating global climate change, while minimizing the economic impacts of the solution. Under the Industrial Carbon Capture and Storage (ICCS) program, the U.S. Department

409

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Filtration to Improve Single Filtration to Improve Single Crystal Casting Yield-Mikro Systems Background Single crystal (SX) nickel superalloys are a primary material choice for gas turbine hot gas path component castings because of their high resistance to deformation at elevated temperatures. However, the casting yields of these components need to be improved in order to reduce costs and encourage more widespread use within the gas turbine industry. Low yields have been associated with a number of process-related defects common to the conventional casting of SX components. One innovative improvement, advanced casting filter designs, has been identified as a potential path toward increasing the yield rates of SX castings for high-temperature gas turbine applications. Mikro Systems, Inc. (Mikro) proposes to increase SX casting yields by developing

410

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Siemens Energy Siemens Energy Background Siemens Energy, along with numerous partners, has an ongoing U.S. Department of Energy (DOE) program to develop hydrogen turbines for coal-based integrated gasification combined cycle (IGCC) power generation that will improve efficiency, reduce emissions, lower costs, and allow for carbon capture and storage (CCS). Siemens Energy is expanding this program for industrial applications such as cement, chemical, steel, and aluminum plants, refineries, manufacturing facilities, etc., under the American Recovery and Reinvestment Act (ARRA). ARRA funding will be utilized to facilitate a set of gas turbine technology advancements that will improve the efficiency, emissions, and cost performance of turbines for industrial CCS. ARRA industrial technology acceleration,

411

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Engineering Design of Advanced Engineering Design of Advanced Hydrogen-Carbon Dioxide Palladium and Palladium/Alloy Composite Membrane Separations and Process Intensification Background Technologies for pre-combustion carbon dioxide (CO2) capture and economical hydrogen (H2) production will contribute to the development of a stable and sustainable U.S. energy sector. The integrated gasification combined cycle (IGCC) system can produce synthesis gas (syngas) that can be used to produce electricity, hydrogen, fuels, and/or chemicals from coal and coal/biomass-mixtures in an environmentally responsible manner. The water-gas shift (WGS) reaction is a key part of this process for production of H2. The application of H2 separation technology can facilitate the production of high-purity H2 from gasification-based systems, as well as allow for process

412

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Enhancement of SOFC Cathode Electro- Enhancement of SOFC Cathode Electro- chemical Performance Using Multi-Phase Interfaces- University of Wisconsin Background The mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to advance energy options to fuel our economy, strengthen our security, and improve our environment. With the Solid Oxide Fuel Cells (SOFCs) program and systems coordination from the Solid State Energy Conversion Alliance (SECA), NETL is leading the research, development, and demonstration of SOFCs for both domestic coal and natural gas fueled central generation power systems that enable low cost, high efficiency, near-zero emissions and water usage, and carbon dioxide (CO 2 ) capture. The electrochemical performance of SOFCs can be substantially influenced by

413

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Computational Materials Design of Computational Materials Design of Castable SX Ni-based Superalloys for IGT Blade Components-QuesTek Innovations Background Higher inlet gas temperatures in industrial gas turbines (IGTs) enable improved thermal efficiencies, but creep-the tendency of materials to deform gradually under stress-becomes more pronounced with increasing temperature. In order to raise inlet temperatures of IGTs, turbine blade materials are required to have superior creep rupture resistance. Nickel (Ni)-based single crystal (SX) blades have higher creep strength in comparison with directionally solidified blades and are widely used in aerospace engines. However, their use in IGTs, which require larger-size castings (two to three times the size needed in aerospace applications), is limited

414

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Maira Reidpath Maira Reidpath Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507-0880 304- 285-4140 maria.reidpath@netl.doe.gov Steven S.C. Chuang Principal Investigator The University of Akron Department of Chemical and Biomolecular Engineering 230 E. Buchtel Commons Akron, OH 44325 330-972-6993 schuang@uakron.edu PARTNERS None PROJECT DURATION Start Date End Date 09/01/2009 08/31/2013 COST Total Project Value $1,713,961 DOE/Non-DOE Share $1,370,977/$342,984 AWARD NUMBER Techno-Economic Analysis of Scalable Coal-Based Fuel Cells-University of Akron Background In this congressionally directed project, the University of Akron (UA) will develop a scalable coal fuel cell manufacturing process to a megawatt scale. UA has demonstrated the

415

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Combined Pressure, Temperature Combined Pressure, Temperature Contrast, and Surface-Enhanced Separation of Carbon Dioxide (CO 2 ) for Post-Combustion Carbon Capture Background The mission of the U.S. Department of Energy/National Energy Technology Laboratory (DOE/NETL) Carbon Capture Research & Development (R&D) Program is to develop innovative environmental control technologies to enable full use of the nation's vast coal reserves, while at the same time allowing the current fleet of coal-fired power plants to comply with existing and emerging environmental regulations. The Carbon Capture R&D Program portfolio of carbon dioxide (CO 2 ) emissions control tech- nologies and CO 2 compression is focused on advancing technological options for new and existing coal-fired

416

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Thermal Conductivity, High Thermal Conductivity, High Durability Thermal Barrier Coatings for IGCC Environments-University of Connecticut Background Improved turbine materials are needed to withstand higher component surface temperatures and water vapor content for successful development and deployment of integrated gasification combined cycle (IGCC) power plants. Thermal barrier coatings (TBCs) in particular are required to have higher surface temperature capability, lower thermal conductivity, and resistance to attack at high temperature by contaminants such as calcium-magnesium-alumina-silicate (CMAS) and water vapor. There is also a concurrent need to address cost and availability issues associated with rare earth elements used in all low thermal conductivity TBCs.

417

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Reducing Uncertainties in Model Reducing Uncertainties in Model Predictions via History Matching of CO2 Migration and Reactive Transport Modeling of CO2 Fate at the Sleipner Project, Norwegian North Sea Background The overall goal of the Department of Energy's (DOE) Carbon Storage Program is todevelop and advance technologies that will significantly improve the effectiveness of geologic carbon storage, reduce the cost of implementation, and prepare for widespread commercial deployment between 2020 and 2030. Research conducted to develop these technologies will ensure safe and permanent storage of carbon dioxide (CO2) to reduce greenhouse gas (GHG) emissions without adversely affecting energy use or hindering economic growth. Geologic carbon storage involves the injection of CO2 into underground formations

418

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Molecular Separations Using Micro- Molecular Separations Using Micro- Defect Free Ultra-Thin Films Background Current methods for separating carbon dioxide (CO 2 ) from methane (CH 4 ) in fuel gas streams are energy and cost-intensive. Molecular sieve membrane development for carbon capture has been pursued for several decades because of the potential these membranes have for high selectivity while using less energy than cryogenic separation methods and greater flux (permselectivity) than is possible from polymeric membranes. However, the adoption of molecular sieve membrane technology has been hindered by high production costs and the micro-defect fissures that always accompany this type of membrane when fabricated using conventional techniques. The Department of Energy's (DOE) National Energy Technology Laboratory (NETL), has

419

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Characterization of the South Characterization of the South Georgia Rift Basin for Source Proximal CO 2 Storage Background Carbon capture, utilization and storage (CCUS) technologies offer the potential for reducing CO 2 emissions without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires adequate geologic formations capable of (1) storing large volumes of CO 2 , (2) receiving injected CO 2 at efficient and economic rates, and (3) retaining CO 2 safely over extended periods. Research efforts are currently focused on conventional and unconventional storage formations within depositional environments such as: deltaic, fluvial, alluvial, strandplain, turbidite, eolian, lacustrine, clastic shelf, carbonate shallow shelf, and reef. Conventional

420

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Traci Rodosta Traci Rodosta Carbon Storage Technology Manager National Energy Technology Laboratory 3610 Collins Ferry Road PO Box 880 Morgantown, WV 26507 304-285-1345 traci.rodosta@netl.doe.gov Joshua Hull Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-0906 joshua.hull@netl.doe.gov Erik Westman Principal Investigator Virginia Polytechnic Institute and State University 100 Holden Hall Blacksburg, VA 24061 540-0231-7510 Fax: 540-231-4070 ewestman@vt.edu PROJECT DURATION Start Date End Date 12/01/2009 12/31/2012 COST Total Project Value $257,818 DOE/Non-DOE Share $248,441 / $9,377 Government funding for this project is provided in whole or in part through the American Recovery and Reinvestment Act. P R OJ E C T FAC T

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


421

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Laboratory Scale Liquids Production Laboratory Scale Liquids Production and Assessment: Coal and Biomass to Drop-In Fuels Background A major problem with the production of liquid fuels from coal is that the production process and subsequent combustion of the fuel generate excessive greenhouse gases over the entire production and usage lifecycle. Adding lignocellulosic biomass (as a raw feed material) along with coal has the potential to reduce lifecycle greenhouse gas emissions to below those of petroleum products. Altex Technologies Corporation (Altex) has developed an innovative thermo-chemical process capable of converting coal and biomass to transportation fuel ready for blending. The Department of Energy (DOE) National Energy Technology Laboratory (NETL) has partnered with Altex to

422

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Carbon Capture and Storage Training Carbon Capture and Storage Training Background Carbon capture, utilization, and storage (CCUS) technologies offer great potential for mitigating carbon dioxide (CO2) emissions emitted into the atmosphere without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications will require a drastically expanded workforce trained in CCUS related disciplines, including geologists, engineers, scientists, and technicians. Training to enhance the existing CCUS workforce and to develop new professionals can be accomplished through focused educational initiatives in the CCUS technology area. Key educational topics include simulation and risk assessment; monitoring, verification, and accounting (MVA); geology-related

423

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Program Technology Program Technology Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-1345 traci.rodosta@netl.doe.gov Dawn Deel Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-4133 dawn.deel@netl.doe.gov Sherry Mediati Business Contact California Energy Commission 1516 9th Street, MS 1 Sacramento, CA 95814 916-654-4204 smediati@energy.state.ca.us Mike Gravely Principal Investigator California Energy Commission 1516 Ninth Street, MS 43 Sacramento, CA 95814 916-327-1370 mgravely@energy.state.ca.us Elizabeth Burton Technical Director Lawrence Berkeley National Laboratory 1 Cyclotron Road, MS 90-1116 Berkeley, CA 94720 925-899-6397 eburton@lbl.gov West Coast Regional Carbon

424

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Andrea Dunn Andrea Dunn Project Manager National Energy Technology Laboratory 626 Cochrans Mill Road P.O. Box 10940 Pittsburgh, PA 15236 412-386-7594 andrea.dunn@netl.doe.gov Marte Gutierrez Principal Investigator Colorado School of Mines 1600 Illinois Street Golden, CO 80401 303-273-3468 Fax: 303-273-3602 mgutierr@mines.edu PROJECT DURATION Start Date 12/01/2009 End Date 5/31/2013 COST Total Project Value $297,505 DOE/Non-DOE Share $297,505 / $0 Government funding for this project is provided in whole or in part through the American Recovery and Reinvestment Act. Training and Research on Probabilistic Hydro-Thermo-Mechanical Modeling of Carbon Dioxide Geological Sequestration in Fractured Porous Rocks Background Fundamental and applied research on carbon capture, utilization and storage (CCUS)

425

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Efficiency Efficiency Molten Bed Oxy- Coal Combustion with Low Flue Gas Recirculation Background The Advanced Combustion Systems (ACS) Program of the U.S. Department of Energy/ National Energy Technology Laboratory (DOE/NETL) is aiming to develop advanced oxy- combustion systems that have the potential to improve the efficiency and environmental impact of coal-based power generation systems. Currently available carbon dioxide (CO 2 ) capture and storage technologies significantly reduce the efficiency of the power cycle. The ACS Program is focused on developing advanced oxy-combustion systems capable of achieving power plant efficiencies approaching those of air-fired systems without CO 2 capture. Additionally, the program looks to accomplish this while maintaining near

426

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Gasification Characteristics of Gasification Characteristics of Coal/Biomass Mixed Fuels Background Domestically abundant coal is a primary energy source and when mixed with optimum levels of biomass during the production of liquid fuels may have lower carbon footprints compared to petroleum fuel baselines. Coal and biomass mixtures are converted via gasification into synthesis gas (syngas), a mixture of predominantly carbon monoxide and hydrogen, which can be subsequently converted to liquid fuels by Fischer-Tropsch chemistry. The Department of Energy (DOE) is supporting research focused on using coal and biomass to produce clean and affordable power, fuels and chemicals. The DOE's National Energy Technology Laboratory (NETL) is partnering with Leland Stanford Junior

427

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Carbonaceous Chemistry for Carbonaceous Chemistry for Computational Modeling (C3M) Description C3M is chemistry management software focused on computational modeling of reacting systems. The primary function of C3M is to provide direct links between r e l i a b l e s o u r c e s o f k i n e t i c information (kinetic modeling soft- ware, databases, and literature) and commonly used CFD software su ch as M FIX , FLUEN T, an d BARRACUDA with minimal effort from the user. C3M also acts as a virtual kinetic laboratory to allow a CFD practitioner or researcher to evaluate complex, large sets of kinetic expressions for reliability and suitability and can interact with spreadsheet and process models. Once the chemical model is built within C3M, the software also allows the user to directly export

428

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Phase III Xlerator Program: Electro-deposited Phase III Xlerator Program: Electro-deposited Mn-Co Alloy Coating for Solid Oxide Fuel Cell Interconnects-Faraday Technology Background Based on preliminary cost analysis estimates, Faraday Technology has shown that its FARADAYIC TM electrodeposition process for coating interconnects is cost competitive. Funding from the American Recovery and Reinvestment Act (ARRA) under the Small Business Innovation Research (SBIR) Phase III Xlerator Program will be directed toward developing, optimizing, and validating the FARADAYIC process as an effective and economical manufacturing method for coating interconnect materials with a manganese-cobalt (Mn-Co) alloy for use in solid oxide fuel cell (SOFC) stacks. This project is managed by the U.S. Department of Energy (DOE) National Energy

429

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Technology to Mitigate Syngas Technology to Mitigate Syngas Cooler Fouling Background Coal gasification, in conjunction with integrated gasification combined cycle (IGCC) power production, is under development to increase efficiency and reduce greenhouse gas emissions associated with coal-based power production. However, coal gasification plants have not achieved their full potential for superior performance and economics due to challenges with reliability and availability. In particular, performance of the syngas cooler located downstream of the gasifier has been an issue. The syngas cooler is a fire tube heat exchanger located between the gasifier and the gas turbine. The purpose of the syngas cooler is to cool the raw syngas from the gasifier and recover heat. Although

430

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Processing and Evaluation of Next Processing and Evaluation of Next Generation Oxygen Carrier Materials for Chemical Looping Combustion Background The Department of Energy (DOE) supports research towards the development of efficient and inexpensive CO 2 capture technologies for fossil fuel based power generation. The Department of Energy Crosscutting Research Program (CCR) serves as a bridge between basic and applied research. Projects supported by the Crosscutting Research Program conduct a range of pre-competitive research focused on opening new avenues to gains in power plant efficiency, reliability, and environmental quality by research in materials and processes, coal utilization science, sensors and controls, and computational energy science. Within the CCR, the University Coal Research (UCR) Program sponsors

431

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Studies to Enable Robust, Studies to Enable Robust, Reliable, Low Emission Gas Turbine Combustion of High Hydrogen Content Fuels-University of Michigan Background The University of Michigan will perform experimental and computational studies which can provide an improved and robust understanding of the reaction kinetics and other fundamental characteristics of combustion of high hydrogen content (HHC) fuels that are vital to advancing HHC turbine design and to making coal gasification power plants environmentally sustainable and cost- competitive. The scope of work includes Rapid Compression Facility (RCF) studies of HHC ignition delay times and hydroxyl radical (OH) time-histories, flame speeds, and flammability limits. A range of temperatures, pressures, and test gas mixture compositions will

432

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Maria Reidpath Maria Reidpath Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507-0880 304- 285-4140 maria.reidpath@netl.doe.gov Bogdan Gurau Principal Investigator NuVant Systems, Inc. 130 N West Street Crown Point, IN 46307 219-644-3232 b.gurau@nuvant.com PARTNERS None PROJECT DURATION Start Date End Date 08/01/2009 05/31/2013 COST Total Project Value $1,142,481 DOE/Non-DOE Share $913,985 / $228,496 AWARD NUMBER Improved Flow-field Structures for Direct Methanol Fuel Cells-NuVant Systems, Inc. Background In this congressionally directed project, NuVant Systems, Inc. (NuVant) will improve the performance of direct methanol fuel cells (DMFCs) by designing anode flow-fields specifically for the delivery of liquid methanol. The goal is to deliver concentrated

433

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Environmental Considerations and Environmental Considerations and Cooling Strategies for Vane Leading Edges in a Syngas Environment- University of North Dakota Background Cooling airfoil leading edges of modern first stage gas turbine vanes presents a con- siderable challenge due to the aggressive heat transfer environment and efficiency penalties related to turbine hot gas path cooling. This environment is made more complex when natural gas is replaced by high hydrogen fuels (HHF) such as synthesis gas (syngas) derived from coal gasification with higher expected levels of impurities. In this project the University of North Dakota (UND) and The Ohio State University (OSU) will explore technology opportunities to improve the reliability of HHF gas turbines by analyzing the effects

434

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Alternative Low-Cost Process for Alternative Low-Cost Process for Deposition of MCrAlY Bond Coats for Advanced Syngas/Hydrogen Turbine Applications-Tennessee Technological University Background One of the material needs for the advancement of integrated gasification combined cycle (IGCC) power plants is the development of low-cost effective manufacturing processes for application of coating architectures with enhanced performance and durability in coal derived synthesis gas (syngas)/hydrogen environments. Thermal spray technologies such as air plasma spray (APS) and high-velocity oxy-fuel (HVOF) are currently used to fabricate thermal barrier coating (TBC) systems for large land- based turbine components. In this research Tennessee Technological University (TTU) will develop metal chromium-aluminum-yttrium (MCrAlY; where M = nickel [Ni], cobalt

435

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Solid-Fueled Pressurized Chemical Solid-Fueled Pressurized Chemical Looping with Flue-Gas Turbine Combined Cycle for Improved Plant Efficiency and CO2 Capture Background The Advanced Combustion Systems (ACS) Program of the U.S. Department of Energy/ National Energy Technology Laboratory (DOE/NETL) is aiming to develop advanced oxy- combustion systems that have the potential to improve the efficiency and environmental impact of coal-based power generation systems. Currently available carbon dioxide (CO2) capture and storage technologies significantly reduce the efficiency of the power cycle. The ACS Program is focused on developing advanced oxy-combustion systems capable of achieving power plant efficiencies approaching those of air-fired systems without CO2 capture. Additionally, the program looks to accomplish this while

436

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Hafnia-Based Nanostructured Hafnia-Based Nanostructured Thermal Barrier Coatings for Advanced Hydrogen Turbine Technology- University of Texas at El Paso Background Thermal barrier coatings (TBCs) are protective layers of low thermal conductivity ceramic refractory material that protect gas turbine components from high temperature exposure. TBCs improve efficiency by allowing gas turbine components to operate at higher temperatures and are critical to future advanced coal-based power generation systems. Next generation gas turbine engines must tolerate fuel compositions ranging from natural gas to a broad range of coal-derived synthesis gasses (syngas) with high hydrogen content. This will require TBCs to withstand surface temperatures much higher than those currently experienced by standard materials. In this project the University of Texas at El Paso (UTEP)

437

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Direct Utilization of Coal Syngas in High Direct Utilization of Coal Syngas in High Temperature Fuel Cells-West Virginia University Background The mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to advance energy options to fuel our economy, strengthen our security, and improve our environment. With the Solid Oxide Fuel Cells (SOFCs) program and systems coordination from the Solid State Energy Conversion Alliance (SECA), DOE/ NETL is leading the research, development, and demonstration SOFCs for both domestic coal and natural gas fueled central generation power systems that enable low cost, high efficiency, near-zero emissions and water usage, and carbon dioxide (CO 2 ) capture. West Virginia University's (WVU) project will establish the tolerance limits of contaminant

438

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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and Geotechnical Site and Geotechnical Site Investigations for the Design of a CO2 Rich Flue Gas Direct Injection and Storage Facility in an Underground Mine in the Keweenaw Basalts Background Fundamental and applied research on carbon capture, utilization and storage (CCUS) technologies is necessary in preparation for future commercial deployment. These technologies offer great potential for mitigating carbon dioxide (CO2) emissions into the atmosphere without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires a significantly expanded workforce trained in various CCUS technical and non-technical disciplines that are currently under-represented in the United States. Education and training

439

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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National Risk Assessment Partnership National Risk Assessment Partnership The Need for Quantitative Risk Assessment for Carbon Utilization and Storage Carbon utilization and storage-the injection of carbon dioxide (CO2) into permanent underground and terrestrial storage sites-is an important part of our nation's strategy for managing CO2 emissions. Several pilot- to intermediate-scale carbon storage projects have been performed in the U.S. and across the world. However, some hurdles still exist before carbon storage becomes a reality in the U.S. at a large scale. From a technical point of view, carbon storage risk analysis is complicated by the fact that all geologic storage sites are not created equally. Every potential site comes with an individual set of characteristics, including type of storage formation, mineral make-

440

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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FACTS FACTS Carbon Storage - ARRA - GSRA CONTACTS Traci Rodosta Carbon Storage Technology Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-1345 traci.rodosta@netl.doe.gov Robert Noll Project Manager National Energy Technology Laboratory 626 Cochrans Mill Road P.O. Box 10940 Pittsburgh, PA 15236 412-386-7597 robert.noll@netl.doe.gov Joseph Labuz Principal Investigator University of Minnesota 500 Pillsbury Drive SE Room 122 CivE 0851 Minneapolis, MN 55455 612-625-9060 jlabuz@umn.edu PARTNERS None PROJECT DURATION Start Date End Date 12/01/2009 11/30/2012 COST Total Project Value $299,568 DOE/Non-DOE Share $299,568 / $0 PROJECT NUMBER DE-FE0002020 Government funding for this project is provided in whole or in part through the

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441

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Model Development-LG Fuel Model Development-LG Fuel Cell Systems Background In this congressionally directed project, LG Fuel Cell Systems Inc. (LGFCS), formerly known as Rolls-Royce Fuel Cell Systems (US) Inc., is developing a solid oxide fuel cell (SOFC) multi-physics code (MPC) for performance calculations of their fuel cell structure to support product design and development. The MPC is based in the computational fluid dynamics software package STAR-CCM+ (from CD-adapco) which has been enhanced with new models that allow for coupled simulations of fluid flow, porous flow, heat transfer, chemical, electrochemical and current flow processes in SOFCs. Simulations of single cell, five-cell, substrate and bundle models have been successfully validated against experimental data obtained by LGFCS. The MPC is being

442

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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of the Highest- of the Highest- Priority Geologic Formations for CO 2 Storage in Wyoming Background Carbon capture and storage (CCS) technologies offer the potential for reducing CO 2 emissions without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires adequate geologic formations capable of (1) storing large volumes of CO 2 , (2) receiving injected CO 2 at efficient and economic rates, and (3) retaining CO 2 safely over extended periods. Research efforts are currently focused on conventional and unconventional storage formations within depositional environments such as: deltaic, fluvial, alluvial, strand- plain, turbidite, eolian, lacustrine, clastic shelf, carbonate shallow shelf, and reef.

443

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Assessment of Factors Influencing Assessment of Factors Influencing Effective CO2 Storage Capacity and Injectivity in Eastern Gas Shales Background The overall goal of the Department of Energy's (DOE) Carbon Storage Program is to develop and advance technologies that will significantly improve the effectiveness of geologic carbon storage, reduce the cost of implementation, and prepare for widespread commercial deployment between 2020 and 2030. Research conducted to develop these technologies will ensure safe and permanent storage of carbon dioxide (CO2) to reduce greenhouse gas (GHG) emissions without adversely affecting energy use or hindering economic growth. Geologic carbon storage involves the injection of CO2 into underground formations that have the ability to securely contain the CO2 permanently. Technologies being

444

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Reflection Reflection Seismic Monitoring and Reservoir Modeling for Geologic CO2 Sequestration Background Through its core research and development program administered by the National Energy Technology Laboratory (NETL), the U.S. Department of Energy (DOE) emphasizes monitoring, verification, and accounting (MVA), as well as computer simulation and risk assessment, of possible carbon dioxide (CO 2 ) leakage at CO 2 geologic storage sites. MVA efforts focus on the development and deployment of technologies that can provide an accurate accounting of stored CO 2 , with a high level of confidence that the CO 2 will remain stored underground permanently. Effective application of these MVA technologies will ensure the safety of geologic storage projects with respect to both

445

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Dry Sorbent Technology Dry Sorbent Technology for Pre-Combustion CO 2 Capture Background An important component of the Department of Energy (DOE) Carbon Capture Program is the development of carbon capture technologies for power systems. Capturing carbon dioxide (CO 2 ) from mixed-gas streams is a first and critical step in carbon sequestration. To be technically and economically viable, a successful separation method must be applicable to industrially relevant gas streams at realistic temperatures and practical CO 2 loading volumes. Current technologies that are effective at separating CO 2 from typical CO 2 -containing gas mixtures, such as coal-derived shifted synthesis gas (syngas), are both capital and energy intensive. Research and development is being conducted to identify technologies that will provide improved economics and

446

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Gas Turbine Thermal Gas Turbine Thermal Performance-Ames Laboratory Background Developing turbine technologies to operate on coal-derived synthesis gas (syngas), hydrogen fuels, and oxy-fuels is critical to the development of advanced power gener-ation technologies such as integrated gasification combined cycle and the deployment of near-zero-emission type power plants with capture and separation of carbon dioxide (CO 2 ). Turbine efficiency and service life are strongly affected by the turbine expansion process, where the working fluid's high thermal energy gas is converted into mechanical energy to drive the compressor and the electric generator. The most effective way to increase the efficiency of the expansion process is to raise the temperature of the turbine's

447

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Hydrogen Turbines Hydrogen Turbines CONTACTS Richard A. Dennis Technology Manager, Turbines National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-4515 richard.dennis@netl.doe.gov Travis Shultz Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road PO Box 880 Morgantown, WV 26507-0880 304-285-1370 travis.shultz@netl.doe.gov Jacob A. Mills Principal Investigator Florida Turbine Technologies, Inc 1701 Military Trail Suite 110 Jupiter, FL 33458-7887 561-427-6349 jmills@fttinc.com PARTNERS None PROJECT DURATION Start Date End Date 06/28/2012 08/13/2015 COST Total Project Value $1,149,847 DOE/Non-DOE Share $1,149,847 / $0 AWARD NUMBER SC0008218 Air-Riding Seal Technology for Advanced Gas Turbine Engines-Florida Turbine

448

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Rodosta Rodosta Carbon Storage Technology Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-1345 traci.rodosta@netl.doe.gov Darin Damiani Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road P.O. Box 880 Morgantown, WV 26507 304-285-4398 darin.damiani@netl.doe.gov Vivak Malhotra Principal Investigator Southern Illinois University Neckers 483A Mailcode: 4401 Carbondale, IL 62901 618-453-2643 Fax: 618-453-1056 vmalhotra@physics.siu.edu PARTNERS None Risk Assessment and Monitoring of Stored CO2 in Organic Rock under Non-Equilibrium Conditions Background Fundamental and applied research on carbon capture, utilization and storage (CCUS)

449

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Statistical Analysis of CO2 Exposed Wells Statistical Analysis of CO2 Exposed Wells to Predict Long Term Leakage through the Development of an Integrated Neural-Genetic Algorithm Background The overall goal of the Department of Energy's (DOE) Carbon Storage Program is to develop and advance technologies that will significantly improve the effectiveness of geologic carbon storage, reduce the cost of implementation, and prepare for widespread commercial deployment between 2020 and 2030. Research conducted to develop these technologies will ensure safe and permanent storage of carbon dioxide (CO2) to reduce greenhouse gas (GHG) emissions without adversely affecting energy use or hindering economic growth. Geologic carbon storage involves the injection of CO2 into underground formations that have the ability to securely contain the CO2 permanently. Technologies being

450

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Geological Sequestration Geological Sequestration Consortium-Development Phase Illinois Basin - Decatur Project Site Background The U.S. Department of Energy Regional Carbon Sequestration Partnership (RCSP) Initiative consists of seven partnerships. The purpose of these partnerships is to determine the best regional approaches for permanently storing carbon dioxide (CO2) in geologic formations. Each RCSP includes stakeholders comprised of state and local agencies, private companies, electric utilities, universities, and nonprofit organizations. These partnerships are the core of a nationwide network helping to establish the most suitable technologies, regulations, and infrastructure needs for carbon storage. The partnerships include more than 400 distinct organizations, spanning 43 states

451

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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CONTACT CONTACT Cathy Summers Director, Process Development Division National Energy Technology Laboratory 1450 Queen Ave., SW Albany, OR 97321-2198 541-967-5844 cathy.summers@netl.doe.gov An Integrated Approach To Materials Development Traditional trial-and-error method in materials development is time consuming and costly. In order to speed up materials discovery for a variety of energy applications, an integrated approach for multi-scale materials simulations and materials design has

452

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Large Scale Simulations of the Large Scale Simulations of the Mechanical Properties of Layered Transition Metal Ternary Compounds for FE Power Systems Background The U.S. Department of Energy (DOE) promotes the advancement of computational capabilities to develop materials for advanced fossil energy power systems. The DOE's National Energy Technology Laboratory (NETL) Advanced Research (AR) Program is working to enable the next generation of Fossil Energy (FE) power systems. The goal of

453

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Investigations and Investigations and Rational Design of Durable High- Performance SOFC Cathodes- Georgia Institute of Technology Background The mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to advance energy options to fuel our economy, strengthen our security, and improve our environment. With the Solid Oxide Fuel Cells (SOFCs) program and systems coordination from the Solid State Energy Conversion Alliance (SECA), DOE/ NETL is leading the research, development, and demonstration of solid SOFCs for both domestic coal and natural gas fueled central generation power systems that enable low cost, high efficiency, near-zero emissions and water usage, and carbon dioxide (CO 2 ) capture. Cathode durability is critical to long-term SOFC performance for commercial deployment.

454

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Oxygen Carriers for Coal-Fueled Oxygen Carriers for Coal-Fueled Chemical Looping Combustion Background Fundamental and applied research on carbon capture and storage (CCS) technologies is necessary to allow the current fleet of coal-fired power plants to comply with existing and emerging environmental regulations. These technologies offer great potential for mitigating carbon dioxide (CO 2 ) emissions into the atmosphere without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires a significantly expanded workforce trained in various CCS technical and non-technical disciplines that are currently under-represented in the United States. Education and training activities are needed to develop a future generation of geologists, scientists, and engineers who

455

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Novel Supercritical Carbon Dioxide Novel Supercritical Carbon Dioxide Power Cycle Utilizing Pressurized Oxy-combustion in Conjunction with Cryogenic Compression Background The Advanced Combustion Systems (ACS) Program of the U.S. Department of Energy/ National Energy Technology Laboratory (DOE/NETL) is aiming to develop advanced oxy- combustion systems that have the potential to improve the efficiency and environmental impact of coal-based power generation systems. Currently available carbon dioxide (CO2) capture and storage technologies significantly reduce the efficiency of the power cycle. The ACS Program is focused on developing advanced oxy-combustion systems capable of achieving power plant efficiencies approaching those of air-fired systems without CO2 capture. Additionally, the program looks to accomplish this while maintaining near

456

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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PO Box 880 PO Box 880 Morgantown, WV 26507 304-285-1345 traci.rodosta@netl.doe.gov Andrea McNemar Project Manager National Energy Technology Laboratory 3610 Collins Ferry Road PO Box 880 Morgantown, WV 26507 304-285-2024 andrea.mcnemar@netl.doe.gov Charles D. Gorecki Technical Contact Senior Research Manager Energy & Environmental Research Center University of North Dakota 15 North 23 rd Street, Stop 9018 Grand Forks, ND 58202-9018 701-777-5355 cgorecki@undeerc.org Edward N. Steadman Deputy Associate Director for Research Energy & Environmental Research Center University of North Dakota 15 North 23 rd Street, Stop 9018 Grand Forks, ND 58202-9018 701-777-5279 esteadman@undeerc.org John A. Harju Associate Director for Research Energy & Environmental Research Center University of North Dakota

457

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Geological & Environmental Sciences Geological & Environmental Sciences Subsurface Experimental Laboratories Autoclave and Core Flow Test Facilities Description Researchers at NETL study subsurface systems in order to better characterize and understand gas-fluid-rock and material interactions that impact environmental and resource issues related to oil, gas, and CO2 storage development. However, studying the wide variety of subsurface environments related to hydrocarbon and CO2 systems requires costly and technically challenging tools and techniques. As a result, NETL's Experimental Laboratory encompasses multi-functional, state-of-the-art facilities that perform a wide spectrum of geological studies providing an experimental basis for modeling of various subsurface phenomena and processes. This includes, but is not

458

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Improving Durability of Turbine Components through Trenched Film Cooling and Contoured Endwalls-University of Texas at Austin Background Gas turbine operation utilizing coal-derived high hydrogen fuels (synthesis gas, or syngas) requires new cooling configurations for turbine components. The use of syngas is likely to lead to degraded cooling performance resulting from rougher surfaces and partial blockage of film cooling holes. In this project the University of Texas at Austin (UT) in cooperation with The Pennsylvania State University (Penn State) will investigate the development of new film cooling and endwall cooling designs for maximum performance when subjected to high levels of contaminant depositions. This project was competitively selected under the University Turbine Systems Research

459

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Single-Crystal Sapphire Optical Fiber Single-Crystal Sapphire Optical Fiber Sensor Instrumentation for Coal Gasifiers Background Accurate temperature measurement inside a coal gasifier is essential for safe, efficient, and cost-effective operation. However, current sensors are prone to inaccurate readings and premature failure due to harsh operating conditions including high temperatures (1,200-1,600 degrees Celsius [°C]), high pressures (up to 1000 pounds per square inch gauge [psig]), chemical corrosiveness, and high flow rates, all of which lead to corrosion, erosion, embrittlement, and cracking of gasifier components as well as sensor failure. Temperature measurement is a critical gasifier control parameter because temperature is a critical factor influencing the gasification and it leads to impacts in efficiency and

460

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Unraveling the Role of Transport, Unraveling the Role of Transport, Electrocatalysis, and Surface Science in the SOFC Cathode Oxygen Reduction Reaction-Boston University Background The mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to advance energy options to fuel our economy, strengthen our security, and improve our environment. With the Solid Oxide Fuel Cells (SOFCs) program and systems coordination from the Solid State Energy Conversion Alliance (SECA), DOE/NETL is leading the research, development, and demonstration of SOFCs for both domestic coal and natural gas fueled central generation power systems that enable low cost, high efficiency, near-zero emissions and water usage, and carbon dioxide (CO 2 ) capture The electrochemical performance of SOFCs can be substantially influenced by

Note: This page contains sample records for the topic "granite wash tx" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
to obtain the most current and comprehensive results.


461

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Low-Swirl Injectors for Hydrogen Gas Low-Swirl Injectors for Hydrogen Gas Turbines in Near-Zero Emissions Coal Power Plants-Lawrence Berkeley National Laboratory Background The U.S. Department of Energy Hy(DOE) Lawrence Berkeley National Laboratory (LBNL) is leading a project in partnership with gas turbine manufacturers and universities to develop a robust ultra-low emission combustor for gas turbines that burn high hydrogen content (HHC) fuels derived from gasification of coal. A high efficiency and ultra-low emissions HHC fueled gas turbine is a key component of a near-zero emis- sions integrated gasification combined cycle (IGCC) clean coal power plant. This project is managed by the DOE National Energy Technology Laboratory (NETL). NETL is researching advanced turbine technology with the goal of producing reliable,

462

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Demonstration of a Coal-Based Demonstration of a Coal-Based Transport Gasifier Background Coal is an abundant and indigenous energy resource and currently supplies almost 38 percent of the United States' electric power. Demand for electricity, vital to the nation's economy and global competitiveness, is projected to increase by almost 28 percent by 2040. The continued use of coal is essential for providing an energy supply that supports sustainable economic growth. Unfortunately, nearly half of the nation's electric power generating infrastructure is more than 30 years old and in need of substantial refurbishment or replacement. Additional capacity must also be put in service to keep pace with the nation's ever-growing demand for electricity. It is in the public interest

463

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Foamed Wellbore Cement Foamed Wellbore Cement Stability under Deep Water Conditions Background Foamed cement is a gas-liquid dispersion that is produced when an inert gas, typically nitrogen, is injected into a conventional cement slurry to form microscopic bubbles. Foamed cements are ultralow-density systems typically employed in formations that are unable to support annular hydrostatic pressure exerted by conventional cement slurries. More recently, the use of foamed cement has expanded into regions with high-stress environments, for example, isolating problem formations typical in the Gulf of Mexico. In addition to its light-weight application, foamed cement has a unique resistance to temperature and pressure-induced stresses. Foamed cement exhibits superior fluid

464

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Scale Computational Design and Scale Computational Design and Synthesis of Protective Smart Coatings for Refractory Metal Alloys Background The goal of the University Coal Research (UCR) Program within the Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to further the understanding of coal utilization. Since the program's inception in 1979, its primary objectives have been to (1) improve understanding of the chemical and physical processes involved in the conversion and utilization of coal so it can be used in an environmentally acceptable manner, (2) maintain and upgrade the coal research capabilities of and facilities at U.S. colleges and universities, and (3) support the education of students in the area of coal science. The National Energy Technology Laboratory's Office of Coal and Power Systems supports

465

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Conversion of CO2 in Commercial Conversion of CO2 in Commercial Materials using Carbon Feedstocks Background The Department of Energy's (DOE) Carbon Storage Program encompasses five Technology Areas: (1) Geologic Storage and Simulation and Risk Assessment (GSRA), (2) Monitoring, Verification, Accounting and Assessment (MVAA), (3) Carbon Dioxide (CO2) Use and Re-Use, (4) Regional Carbon Sequestration Partnerships (RCSP), and (5) Focus Areas for Sequestration Science. The first three Technology Areas comprise the Core Research and Development (R&D), which includes studies ranging from applied laboratory to pilot-scale research focused on developing new technologies and systems for greenhouse gas (GHG) mitigation through carbon storage. This project is part of the Core R&D CO2 Use and Re-use Technology Area and focuses on developing pathways

466

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Experimental and Chemical Kinetics Experimental and Chemical Kinetics Study of the Combustion of Syngas and High Hydrogen Content Fuels- Pennsylvania State University Background Pennsylvania State University is teaming with Princeton University to enhance scientific understanding of the underlying factors affecting combustion for turbines in integrated gasification combined cycle (IGCC) plants operating on synthesis gas (syngas). The team is using this knowledge to develop detailed, validated combustion kinetics models that are useful to support the design and future research and development needed to transition to fuel flexible operations, including high hydrogen content (HHC) fuels derived from coal syngas, the product of gasification of coal. This project also funda- mentally seeks to resolve previously reported discrepancies between published ex-

467

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Coating Issues in Coal-Derived Synthesis Coating Issues in Coal-Derived Synthesis Gas/Hydrogen-Fired Turbines-Oak Ridge National Laboratory Background The Department of Energy (DOE) Oak Ridge National Laboratory (ORNL) is leading research on the reliable operation of gas turbines when fired with synthesis gas (syngas) and hydrogen-enriched fuel gases with respect to firing temperature and fuel impurity levels (water vapor, sulfur, and condensable species). Because syngas is derived from coal, it contains more carbon and more impurities than natural gas. In order to achieve the desired efficiency, syngas-fired systems need to operate at very high temperatures but under combustion conditions necessary to reduce nitrogen oxide (NO X ) emissions. ORNL's current project is focused on understanding the performance of high-

468

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Diode Laser Cladding of High Diode Laser Cladding of High Temperature Alloys Used in USC Coal- Fired Boilers Background The Advanced Research (AR) Materials Program addresses materials requirements for all fossil energy systems, including materials for advanced power generation and coal fuels technologies. Examples of these technologies include coal gasification, heat engines such as turbines, combustion systems, fuel cells, hydrogen production, and carbon capture

469

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Electrochemical Processes Electrochemical Processes for CO2 Capture and Conversion to Commodity Chemicals Background The Department of Energy's (DOE) Carbon Storage Program encompasses five Technology Areas: (1) Geologic Storage and Simulation and Risk Assessment (GSRA), (2) Monitoring, Verification, Accounting and Assessment (MVAA), (3) Carbon Dioxide (CO2) Use and Re-Use, (4) Regional Carbon Sequestration Partnerships (RCSP), and (5) Focus Areas for Sequestration Science. The first three Technology Areas comprise the Core Research and Development (R&D), which includes studies ranging from applied laboratory to pilot-scale research focused on developing new technologies and systems for greenhouse gas (GHG) mitigation through carbon storage. This project is part of the

470

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Preparation and Testing of Corrosion- Preparation and Testing of Corrosion- and Spallation-Resistant Coatings- University of North Dakota Background The life of turbine components is a significant issue in gas fired turbine power systems. In this project the University of North Dakota (UND) will advance the maturity of a process capable of bonding oxide-dispersion strengthened alloy coatings onto nickel-based superalloy turbine parts. This will substantially improve the lifetimes and maximum use temperatures of parts with and without thermal barrier coatings (TBCs). This project is laboratory research and development and will be performed by UND at their Energy & Environmental Research Center (EERC) facility and the Department of Mechanical Engineering. Some thermal cycle testing will occur at Siemens Energy

471

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Integrated Assessment Model for Predicting Integrated Assessment Model for Predicting Potential Risks to Groundwater and Surface Water Associated with Shale Gas Development Background The EPAct Subtitle J, Section 999A-999H established a research and development (R&D) program for ultra-deepwater and unconventional natural gas and other petroleum resources. This legislation identified three program elements to be administered by a consortium under contract to the U.S. Department of Energy. Complementary research performed by the National Energy Technology Laboratory's (NETL) Office of Research and Development (ORD) is a fourth program element of this cost-shared program. NETL was also tasked with managing the consortium: Research Partnership to Secure Energy for America (RPSEA). Historically, the Complementary R&D Program being carried out by NETL's ORD has focused

472

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Demonstration of Enabling Spar-Shell Demonstration of Enabling Spar-Shell Cooling Technology in Gas Turbines - Florida Turbine Technologies Background The Florida Turbine Technologies (FTT) spar-shell gas turbine airfoil concept has an internal structural support (the spar) and an external covering (the shell). This concept allows the thermal-mechanical and aerodynamic requirements of the airfoil design to be considered separately, thereby enabling the overall design to be optimized for the harsh environment these parts are exposed to during operation. Such optimization is one of the major advantages of the spar-shell approach that is not possible with today's conventional monolithic turbine components. The proposed design integrates a novel cooling approach based on Advanced Recircu-

473

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Los Alamos National Laboratory - Los Alamos National Laboratory - Advancing the State of Geologic Sequestration Technologies towards Commercialization and Pre-Combustion Capture Goals Background The U.S. Department of Energy's (DOE) National Energy Technology Laboratory (NETL) is helping to develop technologies to capture, separate, and store carbon dioxide (CO 2 ) to aid in reducing greenhouse gas (GHG) emissions without adversely influencing energy use or hindering economic growth. Carbon capture and sequestration (CCS) - the capture of CO 2 from large point sources and subsequent injection into deep geologic formations for permanent storage - is one option that is receiving considerable attention. NETL is devoted to improving geologic carbon sequestration technology by funding research projects aimed at removing barriers to commercial-scale

474

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Solid Oxide Fuel Cell Cathodes: Solid Oxide Fuel Cell Cathodes: Unraveling the Relationship among Structure, Surface Chemistry, and Oxygen Reduction-Boston University Background The mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL) is to advance energy options to fuel our economy, strengthen our security, and improve our environment. With the Solid Oxide Fuel Cells (SOFCs) program and systems coordination from the Solid State Energy Conversion Alliance (SECA), DOE/NETL is leading the research, development, and demonstration of SOFCs for both domestic coal and natural gas fueled central generation power systems that enable low cost, high efficiency, near-zero emissions and water usage, and carbon dioxide (CO 2 ) capture The Boston University (BU) project was competitively selected to acquire the fundamental

475

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Materials for Robust Repair Materials for Robust Repair of Leaky Wellbores in CO2 Storage Formations Background The overall goal of the Department of Energy's (DOE) Carbon Storage Program is to develop and advance technologies that will significantly improve the effectiveness of geologic carbon storage, reduce the cost of implementation, and prepare for widespread commercial deployment between 2020 and 2030. Research conducted to develop these technologies will ensure safe and permanent storage of carbon dioxide (CO2) to reduce greenhouse gas (GHG) emissions without adversely affecting energy use or hindering economic growth. Geologic carbon storage involves the injection of CO2 into underground formations that have the ability to securely contain the CO2 permanently. Technologies being

476

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Oxy-fired Pressurized Fluidized Bed Oxy-fired Pressurized Fluidized Bed Combustor Development and Scale-up for New and Retrofit Coal-fired Power Plants Background The Advanced Combustion Systems (ACS) Program of the U.S. Department of Energy/ National Energy Technology Laboratory (DOE/NETL) is aiming to develop advanced oxy-combustion systems that have the potential to improve the efficiency and environmental impact of coal-based power generation systems. Currently available carbon dioxide (CO2) capture and storage technologies significantly reduce the efficiency of the power cycle. The ACS Program is focused on developing advanced oxy-combustion systems capable of achieving power plant efficiencies approaching those of air-fired systems without CO2 capture. Additionally, the program looks to

477

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Quantification Quantification of Wellbore Leakage Risk Using Non-Destructive Borehole Logging Techniques Background Through its core research and development program administered by the National Energy Technology Laboratory (NETL), the U.S. Department of Energy (DOE) emphasizes monitoring, verification, and accounting (MVA), as well as computer simulation and risk assessment, of possible carbon dioxide (CO 2 ) leakage at CO 2 geologic storage sites. MVA efforts focus on the development and deployment of technologies that can provide an accurate accounting of stored CO 2 , with a high level of confidence that the CO 2 will remain stored underground permanently. Effective application of these MVA technologies will ensure the safety of geologic storage projects with respect to both human health and the

478

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Storage Research Storage Research Carbon capture and storage (CCS) is a key component of the U.S. carbon management portfolio. Numerous studies have shown that CCS can account for up to 55 percent of the emissions reductions needed to stabilize and ultimately reduce atmospheric concentrations of CO 2 . NETL's Carbon Storage Program is readying CCS technologies for widespread commercial deployment by 2020. The program's goals are:

479

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Sequestration Sequestration Training and Research Background Increased attention is being placed on research into technologies that capture and store carbon dioxide (CO2). Carbon capture and storage (CCS) technologies offer great potential for reducing CO2 emissions and, in turn, mitigating global climate change without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires a significantly expanded workforce trained in various CCS specialties that are currently under- represented in the United States. Education and training activities are needed to develop a future generation of geologists, scientists, and engineers who possess the skills required for implementing and deploying CCS technologies.

480

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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R& R& D FAC T S Natural Gas & Oil R&D CONTACTS George Guthrie Focus Area Lead Office of Research and Development National Energy Technology Laboratory 626 Cochrans Mill Road Pittsburgh, PA 15236-0940 412-386-6571 george.guthrie@netl.doe.gov Kelly Rose Technical Coordinator Office of Research and Development National Energy Technology Laboratory 1450 Queen Avenue SW Albany, OR 97321-2152 541-967-5883 kelly.rose@netl.doe.gov PARTNERS Carnegie Mellon University Pittsburgh, PA Oregon State University Corvallis, OR Pennsylvania State University State College, PA University of Pittsburgh Pittsburgh, PA URS Corporation Pittsburgh, PA Virginia Tech Blacksburg, VA West Virginia University Morgantown, WV

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481

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

NLE Websites -- All DOE Office Websites (Extended Search)

Gulf of Mexico Miocene CO Gulf of Mexico Miocene CO 2 Site Characterization Mega Transect Background Carbon capture and storage (CCS) technologies offer the potential for reducing CO 2 emissions without adversely influencing energy use or hindering economic growth. Deploying these technologies in commercial-scale applications requires adequate geologic formations capable of (1) storing large volumes of CO 2 , (2) receiving injected CO 2 at efficient and economic rates, and (3) retaining CO 2 safely over extended periods. Research efforts are currently focused on conventional and unconventional storage formations within depositional environments such as: deltaic, fluvial, alluvial, strandplain, turbidite, eolian, lacustrine, clastic shelf, carbonate shallow shelf, and reef. Conventional storage types are porous permeable clastic or carbonate rocks that have

482

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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DOE Leads Collaborative Effort DOE Leads Collaborative Effort to Quantify Environmental Changes that Coincide with Shale Gas Development Background DOE's National Energy Technology Laboratory (NETL) is leading a joint industry/ government research project to document environmental changes that occur during the lifecycle of shale gas development. The research plan calls for one year of environmental monitoring before development takes place to establish baseline conditions and account for seasonal variations. Monitoring then will continue through the different stages of unconventional shale gas development including: road and pad construction, drilling, and hydraulic fracturing, and for at least one year of subsequent production operations. The study will take place at a Range Resources-Appalachia

483

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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General Electric General Electric Background GE Power & Water, along with GE Global Research Center, has an ongoing U.S. Depart- ment of Energy (DOE) program to develop gas turbine technology for coal-based integrated gasification combined cycle (IGCC) power generation that will improve efficiency, reduce emissions, lower costs, and allow for carbon capture and storage (CCS). GE is broadening this development effort, along with expanding applicability to industrial applications such as refineries and steel mills under the American Recovery and Reinvestment Act (ARRA). ARRA funding will be utilized to facilitate a set of gas turbine technology advancements that will improve the efficiency, emissions, and cost performance of turbines with industrial CCS. ARRA industrial technology acceleration,

484

Albany, OR * Anchorage, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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Livermore National Laboratory Livermore National Laboratory - Advancing the State of Geologic Sequestration Technologies towards Commercialization Background The U.S. Department of Energy's (DOE) National Energy Technology Laboratory (NETL) is helping to develop carbon capture and storage (CCS) technologies to capture, separate, and store carbon dioxide (CO 2 ) in order to reduce green-house gas emissions without adversely influencing energy use or hindering economic growth. Carbon sequestration technologies capture and store CO 2 by injecting and permanently storing it in underground geologic formations. NETL is working to advance geologic carbon sequestration technology by funding research projects that aim to accelerate deployment and remove barriers to commercial-scale carbon sequestration. Lawrence Livermore National Laboratory

485

Albany, OR * Fairbanks, AK * Morgantown, WV * Pittsburgh, PA * Sugar Land, TX  

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r r oj e c t Fac t s Advanced Research Micro-Structured Sapphire Fiber Sensors for Simultaneous Measurements of High Temperature and Dynamic Gas Pressure in Harsh Environments Background Securing a sustainable energy economy by developing affordable and clean energy from coal and other fossil fuels is central to the mission of the U.S. Department of Energy (DOE) National Energy Technology Laboratory (NETL). To further this mission, NETL funds research and development of novel sensors that can function under the