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Note: This page contains sample records for the topic "ready mix concrete" 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.


1

Saving Energy in Ready Mixed Concrete Production: An ENERGY STAR...  

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

Saving Energy in Ready Mixed Concrete Production: An ENERGY STAR Quick Guide for Managing Energy Secondary menu About us Press room Contact Us Portfolio Manager Login Facility...

2

A Hybrid Solution Approach for Ready-Mixed Concrete Delivery  

Science Conference Proceedings (OSTI)

Companies in the concrete industry are facing the following scheduling problem on a daily basis: Concrete produced at several plants has to be delivered at customers' construction sites using a heterogeneous fleet of vehicles in a timely, but cost-effective ... Keywords: hybrid approach, integer multicommodity flow, ready-mixed concrete delivery, variable neighborhood search

Verena Schmid; Karl F. Doerner; Richard F. Hartl; Martin W. P. Savelsbergh; Wolfgang Stoecher

2009-02-01T23:59:59.000Z

3

ENERGY STAR Focus on Energy Efficiency in Ready Mix Concrete Manufacturing  

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

Ready Mix Concrete Ready Mix Concrete Manufacturing Secondary menu About us Press room Contact Us Portfolio Manager Login Facility owners and managers Existing buildings Commercial new construction Industrial energy management Small business Service providers Service and product providers Verify applications for ENERGY STAR certification Design commercial buildings Energy efficiency program administrators Commercial and industrial program sponsors Associations State and local governments Federal agencies Tools and resources Training In this section Get started with ENERGY STAR Make the business case Build an energy management program Measure, track, and benchmark Tools for benchmarking energy management practices Tools for tracking and benchmarking facility energy performance ENERGY STAR Energy Performance Indicators for plants

4

Use of Residual Solids from Pulp and Paper Mills for Enhancing Strength and Durability of Ready-Mixed Concrete  

SciTech Connect

This research was conducted to establish mixture proportioning and production technologies for ready-mixed concrete containing pulp and paper mill residual solids and to study technical, economical, and performance benefits of using the residual solids in the concrete. Fibrous residuals generated from pulp and paper mills were used, and concrete mixture proportions and productions technologies were first optimized under controlled laboratory conditions. Based on the mixture proportions established in the laboratory, prototype field concrete mixtures were manufactured at a ready-mixed concrete plant. Afterward, a field construction demonstration was held to demonstrate the production and placement of structural-grade cold-weather-resistant concrete containing residual solids.

Tarun R. Naik; Yoon-moon Chun; Rudolph N. Kraus

2003-09-18T23:59:59.000Z

5

Robertsons Ready Mix | Open Energy Information  

Open Energy Info (EERE)

Robertsons Ready Mix Robertsons Ready Mix Jump to: navigation, search Name Robertsons Ready Mix Facility Robertsons Ready Mix Sector Wind energy Facility Type Community Wind Facility Status In Service Owner Foundation Windpower Developer Foundation Windpower Energy Purchaser Robertsons Ready Mix Location Cabazon CA Coordinates 33.915842°, -116.81325° 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":33.915842,"lon":-116.81325,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

6

ENERGY STAR Focus on Energy Efficiency in Ready Mix Concrete...  

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

Skip to main content ENERGY STAR logo Skip directly to page content Facebook Twitter YouTube Our Blog Search Search Energy Efficient Products Energy Efficient Products ENERGY STAR...

7

Phosphogypsum slag aggregate-based asphaltic concrete mixes  

Science Conference Proceedings (OSTI)

Phosphogypsum is a by-product from the production of phosphoric acid used in the fertilizer and chemical industries. Large production rates and problems associated with its stockpiling have led researchers to seek alternative uses for phosphogypsum, primarily as a construction material. One such use is the extraction of sulfur dioxide for the production of sulfuric acid, a process that also generates a by-product slag aggregate. This study investigated the feasibility of using this slag aggregate in asphaltic concrete binder course mixes. The physical properties of the slag aggregate, such as gradation, specific gravity, absorption, unit weight, and void content, were determined, as well as its durability and environmental characteristics. The Marshall mix design method was used to obtain the optimum asphalt content for this aggregate, while moisture susceptibility was examined using the boiling and modified Lottman tests. Indirect tensile, resilient modulus, and dynamic creep tests were performed on the mix to evaluate its performance potential. The results of the study indicate that phosphogypsum-based slag aggregate can be successfully employed in asphaltic concrete binder course mixtures.

Foxworthy, P.T. [Terracon Consultants, Inc., Lenexa, KS (United States); Nadimpalli, R.S.; Seals, R.K. [Louisiana State Univ., Baton Rouge, LA (United States)

1996-07-01T23:59:59.000Z

8

Solar process designs being readied in 4 industries. [Canning, textiles, concrete, and laundry  

SciTech Connect

As the Oct. 31 deadline for an initial design review approaches, the four participants in the Energy Research and Development Administration's (ERDA) industrial process hot water program are putting the final touches to plans for solar systems that will supplement conventional energy sources in the textile, food processing, concrete block and cleaning industries. Participating in the project are AAI Corp., Baltimore, which designed a solar hot water system for the concrete block curing operation of York Building Products Co., Harrisburg, Pa.; Acurex Corp., Mountain View, Calif., which designed a solar hot water system for a can washing line at the Campbell Soup Co. plant in Sacramento, Calif.; General Electric Co., Philadelphia, which designed a solar hot water system for Riegel Textile Corp., La France, S.C.; and Jacobs Engineering Co., Pasadena, Calif., which designed a solar hot water and steam system for commercial laundry use at American Linen Supply in El Centro., Calif. (MCW)

Edwards, P.L.

1976-10-11T23:59:59.000Z

9

Concrete Structure Design Using Mixed-Integer Nonlinear ...  

E-Print Network (OSTI)

Nov 24, 2009 ... The demand on the RC elements in terms of displacements and forces ... necessary to model the resistive forces provided by the concrete, elastic-perfectly plastic material response ...... Material and installation unit price of reinforcement ..... Department of Energy, under Contract DE-AC02-06CH11357 and...

10

Feasibility of Using a Concrete Mixing Truck as a Rheometer  

Science Conference Proceedings (OSTI)

... A coal-fired steam boiler attached to a piston pump powered the mixer ... to increase the production of a centrally mixed plant, most plants will do ...

2006-09-21T23:59:59.000Z

11

Factors affecting pouring ready mix concrete production rate using tower cranes in Egypt  

Science Conference Proceedings (OSTI)

Poor productivity of construction industry is one of the causes of cost and time overruns in construction projects. The first stage to control this problem is to identify factors affecting productivity and analyse them in order to control their effect ...

Emad El-Maghraby; Jan Frick; Christopher Irgens

2011-10-01T23:59:59.000Z

12

Shadow Review of the Advanced Mixed Waste Treatment Project Transuranic Storage Area Retrieval Enclosue Restrieval Restart DOE Readiness Assessment  

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

ID-2011-09-22 ID-2011-09-22 Site: Idaho Site - Idaho Cleanup Project Subject: Office of Enforcement and Oversight's Office of Safety and Emergency Management Evaluations Activity Report for the Shadow Review of the Advanced Mixed Waste Treatment Project (AMWTP) Transuranic Storage Area-Retrieval Enclosure (TSA-RE) Retrieval Restart Department of Energy Readiness Assessment Dates of Activity : 09/20/2011 - 09/22/2011 Report Preparer: Aleem Boatright Activity Description/Purpose: A review of nuclear safety implementation verification review (IVR) procedures and processes was conducted at the Idaho Site from September 12-22, 2011. The scope originally included shadowing of the Department of Energy (DOE) Idaho Operations Office (DOE-ID) Idaho Cleanup Project IVR for the Sodium Bearing Waste Treatment Project (SBWTP).

13

Shadow Review of the Advanced Mixed Waste Treatment Project Transuranic Storage Area Retrieval Enclosue Restrieval Restart DOE Readiness Assessment  

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

ID-2011-09-22 ID-2011-09-22 Site: Idaho Site - Idaho Cleanup Project Subject: Office of Enforcement and Oversight's Office of Safety and Emergency Management Evaluations Activity Report for the Shadow Review of the Advanced Mixed Waste Treatment Project (AMWTP) Transuranic Storage Area-Retrieval Enclosure (TSA-RE) Retrieval Restart Department of Energy Readiness Assessment Dates of Activity : 09/20/2011 - 09/22/2011 Report Preparer: Aleem Boatright Activity Description/Purpose: A review of nuclear safety implementation verification review (IVR) procedures and processes was conducted at the Idaho Site from September 12-22, 2011. The scope originally included shadowing of the Department of Energy (DOE) Idaho Operations Office (DOE-ID) Idaho Cleanup Project IVR for the Sodium Bearing Waste Treatment Project (SBWTP).

14

The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt  

E-Print Network (OSTI)

The effects of using alkali-silica reaction (ASR) affected recycled concrete aggregate (ASR-RCA) in hot mix asphalt (HMA) were investigated in this study. Dilatometer and modified beam tests were performed to determine the possibility of new ASR occurring in reactive aggregates within the HMA or re-expansion of existing gel. The Lottman test and micro-calorimeter were used to determine the moisture susceptibility of HMA made with ASR-RCA. A differential scanning calorimeter (DSC) with thermogravimetric analysis (TGA) was used to evaluate the drying of an artificial gel and x-ray diffraction (XRD) was used to check for the potential presence of gel in the filler fraction of the ASR-RCAs. Micro-deval and freeze-thaw tests were evaluated for their potential to indicate the presence of excess micro-cracks or ASR gel. Expansion testing indicated that both ASR-RCAs were still reactive with 0.5 N NaOH solution saturated with calcium hydroxide (CH) at 60 degrees C. Dilatometer testing of HMA specimens in NaOH CH solution at 60 degrees C indicated a reaction between the asphalt binder and the solution, but little, if any, ASR. The lack of expansion in the modified beam test supports the binder-solution interaction. However, dilatometer testing in deicer solution at the same temperature indicated that some ASR may have occurred along with the primary binder-solution interaction. The volume change characteristics associated with the binder-solution interaction with and without ASR was supported by the change in pH and alkali concentration of the test solution. DSC/TGA testing indicated that the artificial gel dehydrated at approximately 100 degrees C. XRD analysis of the filler indicated that some gel may have accumulated in this fraction. Moisture damage testing indicated good resistance to moisture damage by HMA mixtures made with ASR-RCA especially compared to a virgin siliceous aggregate. Micro-deval and freeze-thaw tests can detect the presence of micro-cracks due to ASR in ASR-RCAs as higher mass loss than the virgin aggregate. The potential distress mechanisms that may occur when using ASR-RCA in an HMA pavement were identified. Results obtained using accelerated laboratory conditions were extrapolated based on anticipated field conditions. Guidelines for the mitigation of potential distresses in HMA made with ASR-RCA are presented.

Geiger, Brian James

2010-08-01T23:59:59.000Z

15

Learning from Roman Seawater Concrete  

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

The ancient Romans, however, made concrete by mixing lime and volcanic rock. For underwater structures, lime and volcanic ash were mixed to form mortar, and this mortar and...

16

Program on Technology Innovation: Readiness of Existing and New U.S. Reactors for Mixed-Oxide (MOX) Fuel  

Science Conference Proceedings (OSTI)

Expanding interest in nuclear power and advanced fuel cycles indicate that use of mixed-oxide (MOX) fuel in the current and new U.S. reactor fleet could become an option for utilities in the coming decades. In light of this renewed interest, EPRI has reviewed the substantial knowledge base on MOX fuel irradiation in light water reactors (LWRs). The goal was to evaluate the technical feasibility of MOX fuel use in the U.S. reactor fleet for both existing and advanced LWR designs (Generation III/III+).

2009-05-29T23:59:59.000Z

17

Energy Efficiency Improvement and Cost Saving Oportunities for the Concrete Industry  

SciTech Connect

The U.S. concrete industry is the main consumer of U.S.-produced cement. The manufacturing of ready mixed concrete accounts for more than 75% of the U.S. concrete production following the manufacturing of precast concrete and masonry units. The most significant expenditure is the cost of materials accounting for more than 50% of total concrete production costs - cement only accounts for nearly 24%. In 2009, energy costs of the U.S. concrete industry were over $610 million. Hence, energy efficiency improvements along with efficient use of materials without negatively affecting product quality and yield, especially in times of increased fuel and material costs, can significantly reduce production costs and increase competitiveness. The Energy Guide starts with an overview of the U.S. concrete industrys structure and energy use, a description of the various manufacturing processes, and identification of the major energy consuming areas in the different industry segments. This is followed by a description of general and process related energy- and cost-efficiency measures applicable to the concrete industry. Specific energy and cost savings and a typical payback period are included based on literature and case studies, when available. The Energy Guide intends to provide information on cost reduction opportunities to energy and plant managers in the U.S. concrete industry. Every cost saving opportunity should be assessed carefully prior to implementation in individual plants, as the economics and the potential energy and material savings may differ.

Kermeli, Katerina; Worrell, Ernst; Masanet, Eric

2011-12-01T23:59:59.000Z

18

RailReady.pub  

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

does RailReady work? The backbone of RailReady is an integrated set of diverse and critical data layers, and a set of analytical capabilities driven by the data. RailReady...

19

Operational Readiness Reviews  

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

Readiness Reviews Readiness Reviews Home Applicable Directives, Standards, & Handbooks Start Up Notifications, Plan of Actions, and Implementation Plans Functional Area CRADS...

20

Goal 4 Long Life Pavement Rehabilitation Strategies-Rigid: Flexural Fatigue Life of Hydraulic Cement Concrete Beams  

E-Print Network (OSTI)

Flexural Fatigue Life of Hydraulic Cement Concrete Beamsperformance of Fast-Setting Hydraulic Cement Concrete (and Thermal Expansion of Hydraulic Cement Concrete Mixes,

Kohler, Erwin R.; Ali, Abdikarim; Harvey, John T

2005-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Technology Readiness Assessment Report  

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

This document has been developed to guide individuals and teams that will be involved in conducting Technology Readiness Assessments (TRAs) and developing Technology Maturation Plans (TMPs) for the...

22

Beamline Commissioning Readiness Review Team  

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

Readiness Review Team (BCRRT) 1. Purpose The APS Beamline Commissioning Readiness Review Team (BCRRT) reports to and advises the AES Associate Division Director for Mechanical and...

23

TECHNOLOGY READINESS ASSESSMENT  

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

DECEMBER 2012 DECEMBER 2012 Pathway for readying the next generation of affordable clean energy technology -Carbon Capture, Utilization, and Storage (CCUS) 2012 TECHNOLOGY READINESS ASSESSMENT -OVERVIEW 2 2012 TECHNOLOGY READINESS ASSESSMENT-OVERVIEW 2012 TECHNOLOGY READINESS ASSESSMENT-OVERVIEW 3 DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal li- ability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference therein to any specific

24

Construction Readiness RM  

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

Construction Readiness Review Module Construction Readiness Review Module March 2010 CD- [This Rev Readiness -0 view Module w s Review (CRR OFFICE O CD-1 was used to dev R). This Review OF ENVIRO Standard R Construc Rev Critical D CD-2 M velop the Revie w Module cont ONMENTA Review Pla ction Rea view Modul Decision (CD C March 2010 ew Plan for Sal tains the lesson Review.] AL MANAG an (SRP) adiness le D) Applicabili D-3 lt Waste Proce ns learned from GEMENT ity CD-4 ssing Facility ( m the SWPF Co Post Ope (SWPF) Const onstruction Re eration truction eadiness Standard Review Plan, 2 nd Edition, March 2010 i FOREWORD The Standard Review Plan (SRP) 1 provides a consistent, predictable corporate review framework to ensure that issues and risks that could challenge the success of Office of Environmental

25

Technology Readiness Assessment Report  

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

Technology Readiness Assessment Report Technology Readiness Assessment Report March 2010 U U . . S S . . D D e e p p a a r r t t m m e e n n t t o o f f E E n n e e r r g g y y O O f f f f i i c c e e o o f f E E n n v v i i r r o o n n m m e e n n t t a a l l M M a a n n a a g g e e m m e e n n t t Technology Readiness Assessment (TRA) / Technology Maturation Plan (TMP) Process Guide March 2008 U.S. DOE Office of Environmental Management March 2008 TRA/TMP Process Guide Page 2 of 48 TABLE OF CONTENTS 1.0 INTRODUCTION ...................................................................................................................... 4 1.1 Document Purpose............................................................................................................................ 4 2.0 OVERVIEW OF TECHNOLOGY READINESS ASSESSMENTS AND TECHNOLOGY MATURATION PLANS

26

Concrete Electrical Conductivity Test  

Science Conference Proceedings (OSTI)

Concrete Electrical Conductivity Test. Description/Summary: ... Details. Type of software: Virtual concrete electrical conductivity test. Authors: ...

2013-06-11T23:59:59.000Z

27

Ready, set, go . . . well maybe  

SciTech Connect

The agenda for this presentation is: (1) understand organizational readiness for changes; (2) review benefits and challenges of change; (3) share case studies of ergonomic programs that were 'not ready' and some that were 'ready'; and (4) provide some ideas for facilitating change.

Alexandre, Melanie M; Bartolome, Terri-Lynn C

2011-02-28T23:59:59.000Z

28

Relationship between Frequency of RFID Tags and Its Ability to Penetrate Fresh Concrete  

E-Print Network (OSTI)

The concrete maturity method can be utilized to determine in situ strength of concrete. It uses the temperature of concrete to determine a maturity index that can then be used to determine strength of concrete. However, monitoring the concrete temperature using thermocouples brings up a wiring issue, which is not advisable in an equipment and human intensive area like a construction site. One of the ways to get around this wiring issue is to use Radio Frequency Identification (RFID) technology, which is capable of transmitting information wirelessly. Previous research implemented using ultra high frequency RFID tags embedded in fresh concrete found that water could be the impediment for transmitting RFID signal from within concrete during early stages of curing. From literature it was found that lower the frequency, better the chances of the wave penetrating water. The objective of the research was to figure out whether the frequency of RFID tags has any relationship with the readability of RFID tags embedded in fresh concrete. For this investigation, low frequency, high frequency, and ultra high frequency RFID tags were tested within fresh concrete to see any difference between tags in terms of transmitting information. This experiment was carried out in a controlled space to reduce the number of variables affecting the experiment outcome. The low frequency, high frequency, and ultra high frequency RFID tags were placed within 2 in x 3 in x 2 in wooden formwork at a depth of 4 in, 8 in, and 12 in. Ready mix concrete was poured into the formwork and 3 concrete cubes were cast with the tags embedded within them. Readers that could be connected to a laptop were used to monitor and collect the time at which these RFID tags can be detected. The test showed that the RFID signals from the low frequency tags at all depths were detected as soon as concrete was poured. The Ultra High Frequency tags placed at the 4" level could be detected 15 minutes after concrete was poured. The UHF tags at the 8" level could be detected after 30 minutes. The UHF tags at the 12" level took on an average 2 hours to be detected from the vicinity of the formwork. The greater the depth at which the ultra high frequency tag was buried the longer it took for it to be detected. The high frequency tags could be detected only at the 4" level. The reason the performance of the HF card degraded in concrete could be because it uses an aluminum foil antenna which is more susceptible to the environment changing the relative permeability. A copper wire antenna could have fared better in this condition, increasing the chances of detecting the tag. Moreover a passive tag was used. The read range and chances of detection could have been increased had an active tag been used. The power of the reader that was used was also very less which might have contributed to the tag not being detected. Among the tags that were used in the experiment it was found that low frequency tags was the tag that could be detected the earliest after concrete was poured into the forms. However, the maximum read range of the tag observed in the experiment was 20" which is too small a distance to be used on an actual construction site.

Sridharan, Rajasekaran

2010-05-01T23:59:59.000Z

29

Readiness Review RM  

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

Readiness Review Module Readiness Review Module March 2010 CD-0 O 0 OFFICE OF C CD-1 F ENVIRO Standard R Readin Rev Critical Decis CD-2 M ONMENTAL Review Plan ness Rev view Module sion (CD) Ap CD March 2010 L MANAGE n (SRP) view e pplicability D-3 EMENT CD-4 Post Ope eration Standard Review Plan, 2 nd Edition, March 2010 i FOREWORD The Standard Review Plan (SRP) 1 provides a consistent, predictable corporate review framework to ensure that issues and risks that could challenge the success of Office of Environmental Management (EM) projects are identified early and addressed proactively. The internal EM project review process encompasses key milestones established by DOE O 413.3A, Change 1, Program and Project Management for the Acquisition of Capital Assets, DOE-STD-

30

Readiness Review Program  

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

Review Program Review Program FUNCTIONAL AREA GOAL: DOE/NNSA Headquarters and Field organizations and their contractors responsible for the startup and operation of nuclear facilities have defined and implemented contractual requirements to manage, evaluate, and approve the startup and restart of nuclear facilities and activities. REQUIREMENTS:  DOE Order 425.1C, Startup and Restart of Nuclear Facilities  DOE P 450.4, Safety Management System Policy  DOE/NNSA Safety Management Functions, Responsibilities and Authorities Manual Guidance:  DOE-STD-3006-2000, Planning and Conduct of Operational Readiness Reviews  DOE-HDBK- 3012-2003, Operational Readiness Review Team Leaders Handbook  DOE G 450.4-1B, Integrated Safety Management System Guide

31

Readiness Review Training - Member | Department of Energy  

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

Member Member Readiness Review Training - Member November 10, 2010 Readiness Review Member Training at the Idaho National Laboratory Course provides tools and tips to be an effective readiness review team member. Topics include: An understanding of the background behind the Readiness Review Process; Training in the mechanics of performance and reporting of a Readiness Review; Knowledge of current DOE Orders, Directives, and References for the Readiness Review process; Training in Performance-Based Assessment Processes and Official DOE Team Member Readiness Review Training Methods Readiness Review Training - Member More Documents & Publications Readiness Review Training - Team Leader Readiness Review Training - Development of Criteria And Review Approach Documents

32

Concrete Decks  

E-Print Network (OSTI)

Federal Highway Administration (FHWA), several crashworthy wood bridge railings and approach railing transitions have been adapted for use on concrete bridge decks. These railings meet testing and evaluation criteria outlined in National Cooperative Research Program (NCHRP) Report 350, Recommended Procedures for the Safety Performance Evaluation of Highway Features, and include a glued-laminated timber (glulam) rail, with and without a curb, at Test Level- 2 (TL-2), a glulam rail with curb at TL-4, and a glulam curb rail for low-volume roads at TL-1. In adapting the railings from a wood deck to a concrete deck, the critical consideration was railing attachment to the deck. A comparable connection was obtained by an analysis of maximum loads measured by field instrumentation during crash testing or by equating the ultimate capacity of connections used on the wood deck to those required for a concrete deck. For the convenience of the user, full drawing sets are provided in customary U.S. and S.I. units.

United States; Forest Service; Wood Bridge Railings For; Michael A. Ritter; Ronald K. Faller; Paula D. Hilbrich Lee; Barry T. Rosson; Sheila Rimal; Duwadi Abstract

1998-01-01T23:59:59.000Z

33

The managed readiness simulator: a force readiness model  

Science Conference Proceedings (OSTI)

This paper presents an overview of a force readiness simulation tool that has been developed for the Canadian Forces (CF). The Managed Readiness Simulator (MARS) is a versatile program that allows the user to quickly simulate a wide range of scenarios ...

Christine Scales; Stephen Okazawa; Michael Ormrod

2011-12-01T23:59:59.000Z

34

HIGH DENSITY SLAG CONCRETE  

SciTech Connect

Test results are presented that show that a strong concrete weighing approximately 185 lb/ft/sup 3/ can be made using water, waste lead slag, and Ciment Fondu. Feasibility, materials, mortar tests, concrete tests, and Ciment Fondu concretes are discussed. A 24-in.-thick concrete shield wall would have to be increased in thickness by 5 in. if slag concrete is used in place of barytes or magnetite concrete. On a pound-for-pound basis, the waste lead slag concrete materials were 30% cheaper than barytes and magnetite concrete materials. (M.C.G.)

Northup, T.E.

1963-08-01T23:59:59.000Z

35

Measuring e-government readiness  

Science Conference Proceedings (OSTI)

We proposed a way of assessing readiness of a government organization to transform itself into a provider of fully integrated e-government services. We identified major components of e-government and discussed how it could evolve from a simple website ... Keywords: E-government readiness, E-government transformation, Information technology, Instrument development, Internet, Public sector

Chang E. Koh; Victor R. Prybutok; Xiaoni Zhang

2008-12-01T23:59:59.000Z

36

Clean Cities: Electric Vehicle Community Readiness Projects  

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

Financial Opportunities Financial Opportunities Printable Version Share this resource Send a link to Clean Cities: Electric Vehicle Community Readiness Projects to someone by E-mail Share Clean Cities: Electric Vehicle Community Readiness Projects on Facebook Tweet about Clean Cities: Electric Vehicle Community Readiness Projects on Twitter Bookmark Clean Cities: Electric Vehicle Community Readiness Projects on Google Bookmark Clean Cities: Electric Vehicle Community Readiness Projects on Delicious Rank Clean Cities: Electric Vehicle Community Readiness Projects on Digg Find More places to share Clean Cities: Electric Vehicle Community Readiness Projects on AddThis.com... Current Opportunities Related Opportunities Funded Projects Recovery Act Projects Community Readiness Projects Alternative Fuel Market Projects

37

Vehicle Technologies Office: Community and Fleet Readiness  

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

Analysis Workplace Charging Community and Fleet Readiness Workforce Development Plug-in Electric Vehicle Basics Community and Fleet Readiness As researchers work to lower the...

38

SUSTAINABLE CONCRETE FOR WIND TURBINE FOUNDATIONS.  

SciTech Connect

The use of wind power to generate electricity continues to grow, especially given commitments by various countries throughout the world to ensure that a significant percentage of energy comes from renewable sources. In order to meet such objectives, increasingly larger turbines with higher capacity are being developed. The engineering aspects of larger turbine development tend to focus on design and materials for blades and towers. However, foundations are also a critical component of large wind turbines and represent a significant cost of wind energy projects. Ongoing wind research at BNL is examining two areas: (a) structural response analysis of wind turbine-tower-foundation systems and (b) materials engineering of foundations. This work is investigating the dynamic interactions in wind turbine systems, which in turn assists the wind industry in achieving improved reliability and more cost efficient foundation designs. The results reported herein cover initial studies of concrete mix designs for large wind turbine foundations and how these may be tailored to reduce cost and incorporate sustainability and life cycle concepts. The approach taken was to investigate material substitutions so that the environmental, energy and CO{sub 2}-impact of concrete could be reduced. The use of high volumes of ''waste'' materials in concrete was examined. These materials included fly ash, blast furnace slag and recycled concrete aggregate. In addition, the use of steel fiber reinforcement as a means to improve mechanical properties and potentially reduce the amount of bar reinforcement in concrete foundations was studied. Four basic mixes were considered. These were: (1) conventional mix with no material substitutions, (2) 50% replacement of cement with fly ash, (3) 50% replacement of cement with blast furnace slag and (4) 25% replacement of cement with fly ash and 25% replacement with blast furnace slag. Variations on these mixes included the addition of 1% by volume steel fibers. The use of recycled concrete aggregate in the conventional and 50% slag mixes was also studied. Properties investigated included compressive and tensile strengths, elastic modulus, coefficient of permeability, thermal conductivity and durability in seawater and sulfate solutions. It was determined that the mixes containing 50% slag gave the best overall performance. Slag was particularly beneficial for concrete that used recycled aggregate and could reduce strength losses. Initial durability results indicated that corrosion of fibers in the different concrete mixes when exposed to seawater was minimal. Future research needs to include more detailed studies of mix design and properties of concrete for wind turbine foundations. Emphasis on slag-modified mixes with natural and recycled concrete aggregate is recommended. The proportion of slag that can be incorporated in the concrete needs to be optimized, as does the grading of recycled aggregate. The potential for using silica fume in conjunction with slag is worth exploring as this may further enhance strength and durability. Longer-term durability studies are necessary and other pertinent properties of concrete that require investigation include damping characteristics, pullout strength, fatigue strength and risk of thermal cracking. The properties of sustainable concrete mixes need to be integrated with studies on the structural behavior of wind turbine foundations in order to determine the optimal mix design and to examine means of reducing conservatism and cost of foundations.

BERNDT,M.L.

2004-06-01T23:59:59.000Z

39

Environmental readiness document magnetohydrodynamics  

DOE Green Energy (OSTI)

The major areas of environmental concern with regard to the commercialization of coal-fired MHD generators are discussed. MHD technology and expectations about its future utilization are described. Information pertinent to the technology was drawn from the DOE technology program office and from an Environmental Development Plan developed for the technology by EV and the program office through an Environmental Coordination Committee. The environmental concerns associated with the technology are examined, and the current status of knowledge about each concern and its potential seriousness and manageability through regulation and control technology, is discussed. Present and projected societal capabilities to reduce and control undesirable environmental, health, safety, and related social impacts to a level of public acceptability -- as reflected in current and proposed environmental standards -- which will allow the technology to be commercialized and utilized in a timely manner are summarized. The ERD as a whole thus provides an assessment, within the limits of available knowledge and remaining uncertainties, of the future environmental readiness of the technology to contribute to the meeting of the Nation's energy needs. (WHK)

Not Available

1979-07-01T23:59:59.000Z

40

Interim readiness plan  

SciTech Connect

This report provides rough designs and costs for 3 payloads which can be built on a relatively fast time scale. With these, Lawrence Radiation Laboratory (LRL) could measure neutrons and X-rays from high altitude shots. No measurements of soft X-rays (less than or approximately equal to 5 kev), hard X- rays (greater than or approximately equal to 60 kev), or gamma rays would be made. Plans could be made to fly the Simplex payload as part of the spring Lapwing exercise. Some interim capability exists from other sources which might compliment the above measurements. Sandia has developed a mylar sail sampler which could be used for debris experiments. There is a LASL/Sandia scan converter which could be fielded to make fast time-history measurements of the X-ray or gamma ray pulse. Interval time could be measured with a ground based EMP detector. The LRL cost of this interim rocket program is approximately 5 man years of effort and about $140,000 of major procurement. Sandia would need approximately $450,000 to stockpile payloads. I believe the necessary rockets are already stockpiled but some work on the ranges might be required. For example, more launchers are needed on Johnston Atoll. All this money and effort would be expended in FY- 1970 and these rocket experiments would be ready (`on the shelf` or close) by June 1970.

Seward, F. D.

1969-03-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Energy Efficiency Technology Readiness Guide  

Science Conference Proceedings (OSTI)

As electric power companies strive to meet increasing end-use energy efficiency requirements, they must make decisions about which technologies seem most promising in terms of availability for wide deployment and providing persistent energy savings while also being cost-effective and likely to be adopted by customers. To help electric power companies with these decisions, EPRI has developed this Technology Readiness Guide to provide a readiness assessment of technologies in various stages of ...

2012-12-31T23:59:59.000Z

42

Development of statistical wet weather model to evaluate frictional properties at the pavement-tire interface on hot mix asphalt concrete  

E-Print Network (OSTI)

Skid resistance on wet pavements is influenced by friction at the tire-pavement interface as well as overall hot mix asphalt (HMA) performance. It is important to control aggregate, asphalt, and mix properties to achieve desirable frictional properties on HMA during its service life. Aggregate consensus and source properties influence frictional properties at the surface as well as aggregate matrix properties that affect overall skid performance. Thus, it is important to identify and control these properties through an effective testing and monitoring program. Research studies have indicated that current testing protocol for pre-qualification of aggregates being used by DOT's is tenuous and needs definitive evaluation. The validity of some tests currently being used for pre-qualification of aggregates is being questioned due to poor field correlation. Thus, there is a need for upgrading current testing criteria and aggregate classification system in view of new techniques that can be used either as replacements and/or supplements to current tests. This study, a part of the Texas Department of Transportation (TxDOT) current research program to evaluate inadequacies of current tests to skid performance, focuses on tests evaluating aggregate shape and distribution parameters. In this study, a wet weather test selection criteria was developed to evaluate the effectiveness of current and new testing techniques to monitor aggregate shape, texture, and distribution characteristics. Extensive tests were conducted on forty aggregates selected from TxDOT Quality Material Catalogue covering various parts of U.S.A. Fine aggregates tests including the Uncompacted Void Content, the Compacted Aggregate Resistance, the Methylene Blue, and the Particle Size Analysis were performed to evaluate angularity, texture, and distribution characteristics within fine aggregates. Flat and elongated tests on coarse aggregates were also performed using both conventional and automated techniques to analyze shape and size distribution characteristics. A statistical analysis was performed to select tests that would enable monitoring of aggregate shape and distribution properties enhancing skid performance. The evaluation criteria were based upon a sensitivity and correlation analysis to evaluate consistency, reproducibility, and ability of tests to effectively discern aggregates with good and marginal performance.

Bedi, Harpreet

2001-01-01T23:59:59.000Z

43

An Overview of Readiness for REDD: A compilation of readiness activities  

Open Energy Info (EERE)

An Overview of Readiness for REDD: A compilation of readiness activities An Overview of Readiness for REDD: A compilation of readiness activities prepared on behalf of the Forum on Readiness for REDD Jump to: navigation, search Tool Summary LAUNCH TOOL Name: An Overview of Readiness for REDD: A compilation of readiness activities prepared on behalf of the Forum on Readiness for REDD Agency/Company /Organization: The Woods Hole Research Center Sector: Land Focus Area: Forestry Topics: Implementation, Policies/deployment programs Resource Type: Lessons learned/best practices Website: www.cbd.int/forest/doc/overview-readiness-redd.pdf An Overview of Readiness for REDD: A compilation of readiness activities prepared on behalf of the Forum on Readiness for REDD Screenshot References: Overview of REDD[1] Background "This background document aims to provide a snapshot view of readiness

44

Implementation plan for WRAP Module 1 operational readiness review  

Science Conference Proceedings (OSTI)

The Waste Receiving and Processing Module 1 (WRAP 1) will be used to receive, sample, treat, and ship contact-handled (CH) transuranic (TRU), low-level waste (LLW), and low-level mixed waste (LLMW) to storage and disposal sites both on the Hanford site and off-site. The primary mission of WRAP 1 is to characterize and certify CH waste in 55-gallon and 85-gallon drums; and its secondary function is to certify CH waste standard waste boxes (SWB) and boxes of similar size for disposal. The WRAP 1 will provide the capability for examination (including x-ray, visual, and contents sampling), limited treatment, repackaging, and certification of CH suspect-TRU waste in 55-gallon drums retrieved from storage, as well as newly generated CH LLW and CH TRU waste drums. The WRAP 1 will also provide examination (X-ray and visual only) and certification of CH LLW and CH TRU waste in small boxes. The decision to perform an Operational Readiness Review (ORR) was made in accordance with WHC-CM-5-34, Solid Waste Disposal Operations Administration, Section 1.4, Operational Readiness Activities. The ORR will ensure plant and equipment readiness, management and personnel readiness, and management programs readiness for the initial startup of the facility. This implementation plan is provided for defining the conduct of the WHC ORR.

Irons, L.G.

1994-11-04T23:59:59.000Z

45

Method for incorporating radioactive phosphoric acid solutions in concrete  

DOE Patents (OSTI)

A method for incorporating radioactive phosphoric acid solutions in concrete is described wherein the phosphoric acid is reacted with Ca(OH)/sub 2/ to form a precipitate of hydroxyapatite and the hydroxyapatite is mixed with Portland cement to form concrete.

Wolf, G.A.; Smith, J.W.; Ihle, N.C.

1982-07-08T23:59:59.000Z

46

Method for incorporating radioactive phosphoric acid solutions in concrete  

DOE Patents (OSTI)

A method for incorporating radioactive phosphoric acid solutions in concrete is described wherein the phosphoric acid is reacted with Ca(OH).sub.2 to form a precipitate of hydroxyapatite and the hydroxyapatite is mixed with portland cement to form concrete.

Wolf, Gary A. (Kennewick, WA); Smith, Jeffrey W. (Lancaster, OH); Ihle, Nathan C. (Walla Walla, WA)

1984-01-01T23:59:59.000Z

47

Insulating polymer concrete  

DOE Patents (OSTI)

A lightweight insulating polymer concrete formed from a lightweight closed cell aggregate and a water resistance polymeric binder.

Schorr, H. Peter (Douglaston, NY); Fontana, Jack J. (Shirley, NY); Steinberg, Meyer (Melville, NY)

1987-01-01T23:59:59.000Z

48

Variability in properties of Salado Mass Concrete  

SciTech Connect

Salado Mass Concrete (SMC) has been developed for use as a seal component in the Waste Isolation Pilot Plant. This concrete is intended to be mixed from pre-bagged materials, have an initial slump of 10 in., and remain pumpable and placeable for two hours after mixing. It is a mass concrete because it will be placed in monoliths large enough that the heat generated during cement hydration has the potential to cause thermal expansion and subsequent cracking, a phenomenon to avoid in the seal system. This report describes effects on concrete properties of changes in ratio of water to cement, batch size, and variations in characteristics of different lots of individual components of the concrete. The research demonstrates that the concrete can be prepared from laboratory-batched or pre-bagged dry materials in batches from 1.5 ft{sup 3} to 5.0 yd{sup 3}, with no chemical admixtures other than the sodium chloride added to improve bonding with the host rock, at a water-to-cement ratio ranging from 0.36 to 0.42. All batches prepared according to established procedures had adequate workability for at least 1.5 hours, and achieved or exceeded the target compressive strength of 4500 psi at 180 days after casting. Portland cement and fly ash from different lots or sources did not have a measurable effect on concrete properties, but variations in a shrinkage-compensating cement used as a component of the concrete did appear to affect workability. A low initial temperature and the water-reducing and set-retarding functions of the salt are critical to meeting target properties.

Wakeley, L.D.; Harrington, P.T. [US Army Engineer Waterways Experiment Station, Vicksburg, MS (United States); Hansen, F.D. [Sandia National Labs., Albuquerque, NM (United States)

1995-08-01T23:59:59.000Z

49

Mechanical properties of self-compacting concrete reinforced with polypropylene fibres  

E-Print Network (OSTI)

and M. M. Hossain: `Abrasion resistance of high-strength concrete made with class C fly ash', ACI Mater, natural pozzolans and fly ash (FA), can be used to increase the viscosity and fresh concrete workability term durability and strength. Mix proportions Ten mixture compositions for each cubic metre of concrete

North Texas, University of

50

Clean Cities: Electric Vehicle Community Readiness Workshop  

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

Events Events Printable Version Share this resource Send a link to Clean Cities: Electric Vehicle Community Readiness Workshop to someone by E-mail Share Clean Cities: Electric Vehicle Community Readiness Workshop on Facebook Tweet about Clean Cities: Electric Vehicle Community Readiness Workshop on Twitter Bookmark Clean Cities: Electric Vehicle Community Readiness Workshop on Google Bookmark Clean Cities: Electric Vehicle Community Readiness Workshop on Delicious Rank Clean Cities: Electric Vehicle Community Readiness Workshop on Digg Find More places to share Clean Cities: Electric Vehicle Community Readiness Workshop on AddThis.com... Conferences & Workshops Clean Cities 20th Anniversary Electric Vehicle Community Readiness Stakeholder Summit Waste-to-Wheels Plug-In Vehicle & Infrastructure

51

PCC Mix Designs Using Recycled Concrete  

E-Print Network (OSTI)

the maximum size, the more fines are produced ·! Wash coarse RCA for less variability of water demand 21st Annual Transportation Research Conference #12;·! Specify a maximum and a minimum aggregate size?co ntrolled by setting of crushers and screens ·! Maximum size should be one sieve-size less than the maximum

Minnesota, University of

52

Solar Ready: An Overview of Implementation Practices  

DOE Green Energy (OSTI)

This report explores three mechanisms for encouraging solar ready building design and construction: solar ready legislation, certification programs for solar ready design and construction, and stakeholder education. These methods are not mutually exclusive, and all, if implemented well, could contribute to more solar ready construction. Solar ready itself does not reduce energy use or create clean energy. Nevertheless, solar ready building practices are needed to reach the full potential of solar deployment. Without forethought on incorporating solar into design, buildings may be incompatible with solar due to roof structure or excessive shading. In these cases, retrofitting the roof or removing shading elements is cost prohibitive. Furthermore, higher up-front costs due to structural adaptations and production losses caused by less than optimal roof orientation, roof equipment, or shading will lengthen payback periods, making solar more expensive. With millions of new buildings constructed each year in the United States, solar ready can remove installation barriers and increase the potential for widespread solar adoption. There are many approaches to promoting solar ready, including solar ready legislation, certification programs, and education of stakeholders. Federal, state, and local governments have the potential to implement programs that encourage solar ready and in turn reduce barriers to solar deployment. With the guidance in this document and the examples of jurisdictions and organizations already working to promote solar ready building practices, federal, state, and local governments can guide the market toward solar ready implementation.

Watson, A.; Guidice, L.; Lisell, L.; Doris, L.; Busche, S.

2012-01-01T23:59:59.000Z

53

Operational Readiness Team: OPERATIONAL READINESS REVIEW PLAN FOR THE  

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

oak ridge oak ridge 12 ...... Prepared by the Operational Readiness Team: OPERATIONAL READINESS REVIEW PLAN FOR THE RAD1 0 1 SOT0 PE THERMOELECTRIC GENERATOR MATERIALS PRODUCTION TASKS R. H. Cooper M. M. Martin C. R. Riggs R. L. Beatty E. K. Ohriner R. N. Escher OISTRIBUTIQM OF THIS DOCUMENT IS UNLIMITED DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency Thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately

54

Hotter Cements, Cooler Concretes  

Science Conference Proceedings (OSTI)

... 7: Measured concrete temperatures for Texas highway mass ... refer to the east and West sides of ... Through the use of an intermediate size lightweight ...

55

Solar Ready Buildings Planning Guide  

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

78 78 December 2009 Solar Ready Buildings Planning Guide L. Lisell, T. Tetreault, and A. Watson National Renewable Energy Laboratory 1617 Cole Boulevard, Golden, Colorado 80401-3393 303-275-3000 * www.nrel.gov NREL is a national laboratory of the U.S. Department of Energy Office of Energy Efficiency and Renewable Energy Operated by the Alliance for Sustainable Energy, LLC Contract No. DE-AC36-08-GO28308 Technical Report NREL/TP-7A2-46078 December 2009 Solar Ready Buildings Planning Guide L. Lisell, T. Tetreault, and A. Watson Prepared under Task No. PVC9.92DA NOTICE This report was prepared as an account of work sponsored by an agency of the United States government. Neither the United States government nor any agency thereof, nor any of their employees, makes any

56

Solar Ready Buildings Planning Guide  

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

6078 6078 December 2009 Solar Ready Buildings Planning Guide L. Lisell, T. Tetreault, and A. Watson National Renewable Energy Laboratory 1617 Cole Boulevard, Golden, Colorado 80401-3393 303-275-3000 * www.nrel.gov NREL is a national laboratory of the U.S. Department of Energy Office of Energy Efficiency and Renewable Energy Operated by the Alliance for Sustainable Energy, LLC Contract No. DE-AC36-08-GO28308 Technical Report NREL/TP-7A2-46078 December 2009 Solar Ready Buildings Planning Guide L. Lisell, T. Tetreault, and A. Watson Prepared under Task No. PVC9.92DA NOTICE This report was prepared as an account of work sponsored by an agency of the United States government. Neither the United States government nor any agency thereof, nor any of their employees, makes any

57

Segmentally Constructed Prestressed Concrete  

E-Print Network (OSTI)

Segmentally Constructed Prestressed Concrete Hyperboloid Cooling Tower Saml H. Rizkalla Assistant large capacity power plant facilities, the natural draft cooling tower in the fonn of a thin shell concrete natural draft cooling towers is expensive and time-consuming. The cost of the structure

58

Concrete sample point: 304 Concretion Facility  

SciTech Connect

This report contains information concerning the analysis of concretes for volatile organic compounds. Included are the raw data for these analysis and the quality control data, the standards data, and all of the accompanying chains-of-custody records and requests for special analysis.

Rollison, M.D.

1995-03-10T23:59:59.000Z

59

Transportation System Readiness and Resiliency Assessment Framework: Readiness and Assess Resiliency of  

E-Print Network (OSTI)

Transportation System Readiness and Resiliency Assessment Framework: Readiness and Assess Resiliency of Transportation Systems (Infrastructure, Systems, Organization and Services) to Deter, Detect Flows Passenger Flows Supply Chain Efficiency Transportation: Energy Environment Safety Security Vehicle

60

Uranium Downblending and Disposition Project Technology Readiness...  

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

Centers Field Sites Power Marketing Administration Other Agencies You are here Home Uranium Downblending and Disposition Project Technology Readiness Assessment Uranium...

Note: This page contains sample records for the topic "ready mix concrete" 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

Organizational Readiness in Specialty Mental Health Care  

E-Print Network (OSTI)

the organizational social context (OSC) of mental healthOrganizational Readiness in Specialty Mental Health Careorganizational assessment in specialty mental health, in

Hamilton, Alison B.; Cohen, Amy N.; Young, Alexander S.

2010-01-01T23:59:59.000Z

62

ORISE: Asset Readiness Management System (ARMS)  

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

How ORISE is Making a Difference Asset Readiness Management System (ARMS) Tracks Emergency Response Exercises and Equipment Developed by the Oak Ridge Institute for Science and...

63

Electrokinetic decontamination of concrete  

Science Conference Proceedings (OSTI)

ELECTROSORB Electrokinetic Extraction Technology, developed by ISOTRON Corp., offers a cost-effective approach to treating contaminated concrete. Heavy metals/radionuclides trapped in concrete can be extracted using this process if they are chemically solubilized; solubilizers used are citric acid alone and a mixture of citric and nitric acids. A DC electric field is applied across the contaminated concrete to electrokinetically transport the solubilized contaminants from the concrete pores to a collector on the concrete surface. The collector is an extraction pad laid on the surface. The pad provides confinement for a planar electrode and solubilizer solution; it is operated under a vacuum to hold the pad against the concrete surface. Operation requires little attendance, reducing the workers` health hazards. The process incorporates a mechanism for recycling the solubilizer solution. A field demonstration of the process took place in Building 21 of DOE`s Mound facility in Miamisburg, OH, over 12 days in June 1996. The thorium species present in this building`s concrete floors included ThO{sub 2} and thorium oxalate. The nitric acid was found to facilitate Th extraction.

Lomasney, H.L.; SenGupta, A.K.; Yachmenev, V.

1996-12-31T23:59:59.000Z

64

Roundtable on Sustainable Biofuels Certification Readiness Study  

E-Print Network (OSTI)

Roundtable on Sustainable Biofuels Certification Readiness Study: Hawai`i Biofuel Projects Prepared 12.1 Deliverable Bioenergy Analyses Prepared by Hawai`i Biofuel Foundation And NCSI Americas Inc agency thereof. #12;1 RSB Certification Readiness Study: Hawaii Biofuel Projects Prepared For Hawaii

65

Service innovation readiness: Dimensions and performance outcome  

Science Conference Proceedings (OSTI)

This study proposes a higher-order multidimensional construct of service innovation readiness (SIR) based on the organizational change literature and the awareness-motivation-capability perspective. Service innovation is gaining more attention due to ... Keywords: Organizational change, Service innovation, Service innovation performance, Service innovation readiness

Hsiuju Rebecca Yen; Wenkai Wang; Chih-Ping Wei; Sheila Hsuan-Yu Hsu; Hung-Chang Chiu

2012-11-01T23:59:59.000Z

66

Hawaii Gets 'EV Ready' | Department of Energy  

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

Hawaii Gets 'EV Ready' Hawaii Gets 'EV Ready' Hawaii Gets 'EV Ready' January 31, 2012 - 11:09am Addthis Last July, Governor Neil Abercrombie unveiled the first public charging station installed in the state capitol’s underground parking garage with the "Hawaii EV Ready" program. In 2011, rebates were approved for 237 electric vehicles and 168 chargers. | Photo courtesy of the Office of the Governor. Last July, Governor Neil Abercrombie unveiled the first public charging station installed in the state capitol's underground parking garage with the "Hawaii EV Ready" program. In 2011, rebates were approved for 237 electric vehicles and 168 chargers. | Photo courtesy of the Office of the Governor. Julie McAlpin Communications Liaison, State Energy Program

67

Project Get Ready | Open Energy Information  

Open Energy Info (EERE)

Get Ready Get Ready Jump to: navigation, search Name Project Get Ready Agency/Company /Organization Rocky Mountain Institute Sector Energy Focus Area Transportation Topics Implementation Resource Type Dataset Website http://projectgetready.com/ Equivalent URI http://cleanenergysolutions.org/content/project-get-ready-pgr-total-cost-vehicle-ownership-calculator-0, http://cleanenergysolutions.org/content/project-get-ready-pgr-total-cost-vehicle-ownership-calculator References [1] Abstract The calculator allows individuals to consider the purchase cost (including financing) and the fuel cost of electric vehicles compared to conventional vehicles over a lifetime of 15 years. Consumers should also consider driving habits, maintenance costs, insurance, resale value, and potential battery and charging infrastructure costs.

68

Hawaii Gets 'EV Ready' | Department of Energy  

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

Gets 'EV Ready' Gets 'EV Ready' Hawaii Gets 'EV Ready' January 31, 2012 - 11:09am Addthis Last July, Governor Neil Abercrombie unveiled the first public charging station installed in the state capitol’s underground parking garage with the "Hawaii EV Ready" program. In 2011, rebates were approved for 237 electric vehicles and 168 chargers. | Photo courtesy of the Office of the Governor. Last July, Governor Neil Abercrombie unveiled the first public charging station installed in the state capitol's underground parking garage with the "Hawaii EV Ready" program. In 2011, rebates were approved for 237 electric vehicles and 168 chargers. | Photo courtesy of the Office of the Governor. Julie McAlpin Communications Liaison, State Energy Program By 2030, the Hawaii Clean Energy Initiative will:

69

Technology Readiness Assessments | Department of Energy  

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

Waste Management » Tank Waste and Waste Processing » Waste Management » Tank Waste and Waste Processing » Technology Readiness Assessments Technology Readiness Assessments Documents Available for Download January 1, 2012 Compilation of TRA Summaries A compilation of all TRA Summaries November 1, 2011 Small Column Ion Exchange at Savannah River Site Technology Readiness Assessment Report February 7, 2011 Preliminary Technology Readiness Assessment (TRA) for the Calcine Disposition Project Volume 2 (CDP) Full Document and Summary Versions are available for download February 7, 2011 Preliminary Technology Readiness Assessment (TRA) for the Calcine Disposition Project Volume 1 (CDP) Full Document and Summary Versions are available for download November 1, 2009 K Basins Sludge Treatment Project Phase 1 Full Document and Summary Versions are available for download

70

Planning and Conducting Readiness Reviews  

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

3006-2010 3006-2010 ________________________ Superseding DOE-STD-3006-2000 June 2000 DOE STANDARD PLANNING AND CONDUCTING READINESS REVIEWS U.S. Department of Energy AREA OPER Washington, D.C. 20585 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. TS This document has been reproduced directly from the best available copy. Available to DOE and DOE contractors from ES&H Technical Information Services, U.S. Department of Energy, (800) 473-4375, fax: (301) 903-9823. Available to the public from the U.S. Department of Commerce, Technology Administration, National Technical Information Service, Springfield, VA 22161; (703) 605-6000. DOE-STD-3006-YR i CONTENTS FOREWORD................................................................................................................................. 1

71

Lightning Arrestor Connectors Production Readiness  

SciTech Connect

The Lightning Arrestor Connector (LAC), part M, presented opportunities to improve the processes used to fabricate LACs. The A## LACs were the first production LACs produced at the KCP, after the product was transferred from Pinnellas. The new LAC relied on the lessons learned from the A## LACs; however, additional improvements were needed to meet the required budget, yield, and schedule requirements. Improvement projects completed since 2001 include Hermetic Connector Sealing Improvement, Contact Assembly molding Improvement, development of a second vendor for LAC shells, general process improvement, tooling improvement, reduction of the LAC production cycle time, and documention of the LAC granule fabrication process. This report summarizes the accomplishments achieved in improving the LAC Production Readiness.

Marten, Steve; Linder, Kim; Emmons, Jim; Gomez, Antonio; Hasam, Dawud; Maurer, Michelle

2008-10-20T23:59:59.000Z

72

Systems security and functional readiness  

SciTech Connect

In Protective Programming Planning, it is important that every facility or installation be configured to support the basic functions and mission of the using organization. This paper addresses the process of identifying the key functional operations of our facilities in Europe and providing the security necessary to keep them operating in natural and man-made threat environments. Functional Readiness is important since many of our existing facilities in Europe were not constructed to meet the demands of today's requirements. There are increased requirements for real-time systems with classified terminals and stringent access control, tempest and other electronic protection devices. One must prioritize the operations of these systems so that essential functions are provided even when the facilities are affected by overt or covert hostile activities.

Bruckner, D.G.

1988-01-01T23:59:59.000Z

73

Measurements of Accelerator-Produced Leakage Neutron and Photon Transmission through Concrete  

DOE Green Energy (OSTI)

Optimum shielding of the radiation from particle accelerators requires knowledge of the attenuation characteristics of the shielding material. The most common material for shielding this radiation is concrete, which can be made using various materials of different densities as aggregates. These different concrete mixes can have very different attenuation characteristics. Information about the attenuation of leakage photons and neutrons in ordinary and heavy concrete is, however, very limited. To increase our knowledge and understanding of the radiation attenuation in concrete of various compositions, we have performed measurements of the transmission of leakage radiation, photons and neutrons, from a Varian Clinac 2100C medical linear accelerator operating at maximum electron energies of 6 and 18 MeV. We also calculated, using Monte Carlo techniques, the leakage neutron spectra and its transmission through concrete. The results of these measurements and calculations extend the information currently available for designing shielding for medical electron accelerators. Photon transmission characteristics depend more on the manufacturer of the concrete than on the atomic composition. A possible cause for this effect is a non-uniform distribution of the high density aggregate, typically iron, in the concrete matrix. Errors in estimated transmission of photons can exceed a factor of three, depending on barrier thickness, if attenuation in high-density concrete is simply scaled from that of normal density concrete. We found that neutron transmission through the high-density concretes can be estimated most reasonably and conservatively by using the linear tenth-value layer of normal concrete if specific values of the tenth-value layer of the high-density concrete are not known. The reason for this is that the neutron transmission depends primarily on the hydrogen content of the concrete, which does not significantly depend on concrete density. Errors of factors of two to more than ten, depending on barrier thickness, in the estimated transmission of neutrons through high-density concrete can be made if the attenuation is scaled by density from normal concrete.

Nelson, Walter R

2002-07-04T23:59:59.000Z

74

Preliminary Technology Readiness Assessment (TRA) for the Calcine...  

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

Technology Readiness Assessment (TRA) for the Calcine Disposition Project Volume 1 (CDP) Preliminary Technology Readiness Assessment (TRA) for the Calcine Disposition Project...

75

Guam - Solar-Ready Residential Building Requirement | Department...  

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

Solar-Ready Residential Building Requirement Guam - Solar-Ready Residential Building Requirement < Back Eligibility Construction Residential Savings Category Heating & Cooling...

76

Energy Department Emergency Response Team Ready to Respond to...  

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

Department Emergency Response Team Ready to Respond to Hurricane Irene Energy Department Emergency Response Team Ready to Respond to Hurricane Irene August 26, 2011 - 12:15pm...

77

Structural Materials: 95. Concrete  

SciTech Connect

Nuclear power plant concrete structures and their materials of construction are described, and their operating experience noted. Aging and environmental factors that can affect the durability of the concrete structures are identified. Basic components of a program to manage aging of these structures are identified and described. Application of structural reliability theory to devise uniform risk-based criteria by which existing facilities can be evaluated to achieve a desired performance level when subjected to uncertain demands and to quantify the effects of degradation is outlined. Finally, several areas are identified where additional research is desired.

Naus, Dan J [ORNL

2012-01-01T23:59:59.000Z

78

Hydrogen Infrastructure Market Readiness Workshop Agenda  

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

DOE Hydrogen Infrastructure Market Readiness Workshop Agenda Page 1 of 2 NRELDOE Workshop at the Gaylord National, Washington D.C., February 16-17, 2011 Transitioning to an...

79

NanoReady Ltd | Open Energy Information  

Open Energy Info (EERE)

NanoReady Ltd NanoReady Ltd Jump to: navigation, search Name NanoReady Ltd Place Caesarea, Israel Zip 38900 Sector Solar Product String representation "NanoReady devel ... nd solar cells." is too long. Coordinates 32.483311°, 34.89521° 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":32.483311,"lon":34.89521,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

80

Modeling Renewable Energy Readiness: The UAE Context  

E-Print Network (OSTI)

Modeling technology policy is becoming an increasingly important capability to steer states and societies toward sustainability. This paper presents a simulation-modeling approach to evaluate renewable energy readiness, ...

Choucri, Nazli

Note: This page contains sample records for the topic "ready mix concrete" 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

Energy Efficiency Technology Readiness Guide: 2013 Update  

Science Conference Proceedings (OSTI)

As electric power companies strive to meet increasing end-use energy efficiency requirements, they must make decisions about which technologies seem most promising in terms of availability for wide deployment and providing persistent energy savings while also being cost-effective and likely to be adopted by customers. To help electric power companies with these decisions, EPRI has developed this Technology Readiness Guide to provide a readiness assessment of technologies in various stages of ...

2013-12-23T23:59:59.000Z

82

Readiness Assessment Plan, Hanford 200 areas treated effluent disposal facilities  

SciTech Connect

This Readiness Assessment Plan documents Liquid Effluent Facilities review process used to establish the scope of review, documentation requirements, performance assessment, and plant readiness to begin operation of the Treated Effluent Disposal system in accordance with DOE-RLID-5480.31, Startup and Restart of Facilities Operational Readiness Review and Readiness Assessments.

Ulmer, F.J.

1995-02-06T23:59:59.000Z

83

Treatment of fly ash for use in concrete  

DOE Patents (OSTI)

A process for treating fly ash to render it highly usable as a concrete additive. A quantity of fly ash is obtained that contains carbon and which is considered unusable fly ash for concrete based upon foam index testing. The fly ash is mixed with a quantity of spray dryer ash (SDA) and water to initiate a geopolymerization reaction and form a geopolymerized fly ash. The geopolymerized fly ash is granulated. The geopolymerized fly ash is considered usable fly ash for concrete according to foam index testing. The geopolymerized fly ash may have a foam index less than 40%, and in some cases less than 20%, of the foam index of the untreated fly ash. An optional alkaline activator may be mixed with the fly ash and SDA to facilitate the geopolymerization reaction. The alkaline activator may contain an alkali metal hydroxide, carbonate, silicate, aluminate, or mixtures thereof.

Boxley, Chett (Park City, UT)

2012-05-15T23:59:59.000Z

84

High temperature polymer concrete  

DOE Patents (OSTI)

This invention is concerned with a polymer concrete composition, which is a two-component composition useful with many bases including metal. Component A, the aggregate composition, is broadly composed of silica, silica flour, portland cement, and acrylamide, whereas Component B, which is primarily vinyl and acrylyl reactive monomers, is a liquid system.

Fontana, J.J.; Reams, W.

1984-05-29T23:59:59.000Z

85

FULL-TIME MBA PROGRAM READY TO WORK. READY TO LEAD.  

E-Print Network (OSTI)

FULL-TIME MBA PROGRAM READY TO WORK. READY TO LEAD. MBA@FULLERTON.EDU MBA. T In addition to the four semesters of course work and the Mihaylo Leadership Academy, students in the program.FULLERTON.EDU/FULLTIME (657) 278-3622 he Mihaylo Full-time MBA program answers the calls industry has made of MBA programs

de Lijser, Peter

86

Effects of composition and exposure on the solar reflectance of Portland Cement Concrete  

SciTech Connect

Increasing the solar reflectance (albedo) of a paved surface keeps it cooler in the sun, reducing convection of heat from pavement to air and thereby decreasing the ambient air temperature. Lower air temperatures decrease demand for cooling energy and slow the formation of urban smog. Variations with composition and environmental exposure of the albedos of portland cement concrete pavements were investigated through laboratory fabrication and exposure of 32 mixes of concrete. Concrete albedo generally correlated with cement albedo and sand albedo and, after abrasion, with rock albedo. Cement albedo had a disproportionately strong influence on the reflectance of concrete. Simulated weathering, soiling, and abrasion each reduced average concrete albedo, though some samples became slightly more reflective through weathering or soiling. Concrete albedo grew as the cement hydration reaction progressed, but stabilized within six weeks of casting.

Levinson, Ronnen; Akbari, Hashem

2002-06-01T23:59:59.000Z

87

Fly ash and concrete: a study determines whether biomass, or coal co-firing fly ash, can be used in concrete  

SciTech Connect

Current US national standards for using fly ash in concrete (ASTM C618) state that fly ash must come from coal combustion, thus precluding biomass-coal co-firing fly ash. The co-fired ash comes from a large and increasing fraction of US power plants due to rapid increases in co-firing opportunity fuels with coal. The fly ashes include coal fly ash, wood fly ash from pure wood combustion, biomass and coal co-fired fly ash SW1 and SW2. Also wood fly ash is blended with Class C or Class F to produce Wood C and Wood E. Concrete samples were prepared with fly ash replacing cement by 25%. All fly ash mixes except wood have a lower water demand than the pure cement mix. Fly ashes, either from coal or non coal combustion, increase the required air entraining agent (AEA) to meet the design specification of the mixes. If AEA is added arbitrarily without considering the amount or existence of fly ash results could lead to air content in concrete that is either too low or too high. Biomass fly ash does not impact concrete setting behaviour disproportionately. Switch grass-coal co-fired fly ash and blended wood fly ash generally lie within the range of pure coal fly ash strength. The 56 day flexure strength of all the fly ash mixes is comparable to that of the pure cement mix. The flexure strength from the coal-biomass co-fired fly ash does not differ much from pure coal fly ash. All fly ash concrete mixes exhibit lower chloride permeability than the pure cement mixes. In conclusion biomass coal co-fired fly ash perform similarly to coal fly ash in fresh and hardened concrete. As a result, there is no reason to exclude biomass-coal co-fired fly ash in concrete.

Wang, Shuangzhen; Baxter, Larry

2006-08-01T23:59:59.000Z

88

Ready. Aim. Fire. | Department of Energy  

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

Ready. Aim. Fire. Ready. Aim. Fire. Ready. Aim. Fire. March 28, 2011 - 4:27pm Addthis John Lippert I wrote in a previous blog posting about using digital electric meters to locate "leaking" electricity-often referred to as phantom loads and vampire loads-and high electrical power consumption. In another posting I described what I'm doing to reach out in my community to get my neighbors to use these meters to locate wasteful electricity usage in their homes. Now my community will have another tool in its arsenal to combat energy waste: a thermal leak detector. Whereas the digital electric meter helps locate electricity leaks, the thermal leak detector helps locate-well, you guessed it-thermal (heat) leaks. Heating and cooling your home account for close to half of the energy use

89

Technology Readiness and the Smart Grid  

Science Conference Proceedings (OSTI)

Technology Readiness Levels (TRLs) originated as a way for the National Aeronautics and Space Administration (NASA) to monitor the development of systems being readied for space. The technique has found wide application as part of the more general topic of system engineering. In this paper, we consider the applicability of TRLs to systems being readied for the smart grid. We find that there are many useful parallels, and much to be gained by this application. However, TRLs were designed for a developer who was also a user. That is not usually the case for smart grid developments. We consider the matter from the point of view of the company responsible for implementation, typically a utility, and we find that there is a need for connecting the many standards in the industry. That connection is explored, and some new considerations are introduced.

Kirkham, Harold; Marinovici, Maria C.

2013-02-27T23:59:59.000Z

90

NHI Component Technical Readiness Evaluation System  

DOE Green Energy (OSTI)

A decision process for evaluating the technical readiness or maturity of components (i.e., heat exchangers, chemical reactors, valves, etc.) for use by the U.S. DOE Nuclear Hydrogen Initiative is described. This system is used by the DOE NHI to assess individual components in relation to their readiness for pilot-scale and larger-scale deployment and to drive the research and development work needed to attain technical maturity. A description of the evaluation system is provided, and examples are given to illustrate how it is used to assist in component R&D decisions.

Steven R. Sherman; Dane F. Wilson; Steven J. Pawel

2007-09-01T23:59:59.000Z

91

Effects of composition and exposure on the solar reflectance of Portland cement concrete  

Science Conference Proceedings (OSTI)

Increasing the solar reflectance (albedo) of a paved surface keeps it cooler in the sun, reducing convection of heat from pavement to air and thereby decreasing the ambient air temperature. Simulations of the influence of pavement albedo on air temperature in Los Angeles predict that increasing the albedo of 1,250 km2 of pavement by 0.25 would save cooling energy worth $15M yr-1, and reduce smog-related medical and lost-work expenses by $76M yr-1. Most sidewalks and a small fraction of roads and parking areas are paved with portland cement concrete, which can be made quite reflective through suitable choice of cement and aggregate. Variations with composition and environmental exposure of the albedos of portland cement concrete pavements were investigated through laboratory fabrication and exposure of 32 mixes of concrete. Twenty-four mixes yielded substandard, ''rough'' concretes due to high, unmet aggregate water demand. The albedos of the remaining eight ''smooth'' concrete mixes ranged from 0.41 to 0.77 (mean 0.59). Simulated weathering, soiling, and abrasion each reduced average concrete albedo (mean decreases 0.06, 0.05, and 0.19, respectively), though some samples became slightly more reflective through weathering or soiling. Simulated rain (wetting) strongly depressed the albedos of concretes (mean decrease 0.23) until their surfaces were dried. Concrete albedo grew as the cement hydration reaction progressed (mean increase 0.08), but stabilized within six weeks of casting. White-cement concretes were on average significantly more reflective than gray-cement concretes. The albedo of the most-reflective white-cement concrete was 0.18 to 0.39 higher than that of the most-reflective gray-cement concrete, depending on state of exposure. Concrete albedo generally correlated with cement albedo and sand albedo, and, after abrasion, with rock albedo. Cement albedo had a disproportionately strong influence on the reflectance of concrete. Efflorescence and surface carbonation whitened some gray-cement mixes.

Levinson, Ronnen; Akbari, Hashem

2001-12-21T23:59:59.000Z

92

Hydraulic properties of asphalt concrete.  

E-Print Network (OSTI)

??This research has applied standard unsaturated flow models and laboratory methods common to soil analysis, to characterize the hydraulic properties of asphalt concrete. Wetting and (more)

Pease, Ronald Eric

2010-01-01T23:59:59.000Z

93

Computational Materials Science of Concrete  

Science Conference Proceedings (OSTI)

... However, the problem of amorphous semiconductors, or of glass, was entirely ... in the concrete field: the US National Stone Sand and Gravel ...

2012-07-02T23:59:59.000Z

94

Energy Balances of Curing Concrete Bridge Decks  

Science Conference Proceedings (OSTI)

Atmospheric conditions for several days after concrete is poured influence the exothermic, temperature-dependent, hydration reactions of concrete's cementitious (binding) components. Because excessively high concrete temperatures or lack of water ...

Gary S. Wojcik; David R. Fitzjarrald

2001-11-01T23:59:59.000Z

95

ARE CALIFORNIA SCHOOLS READY FOR THE EXIT EXAM?  

E-Print Network (OSTI)

ARE CALIFORNIA HIGH SCHOOLS READY FOR THE EXIT EXAM?Brief ARE CALIFORNIA HIGH SCHOOLS READY FOR THE EXIT EXAM?HumRRO), that California schools have made great progress in

2005-01-01T23:59:59.000Z

96

An assessment of the value of retail ready packaging  

E-Print Network (OSTI)

Use of retail-ready packaging reduces the costs of replenishing store shelves by eliminating the labor of removing packaging materials and stocking individual items on shelves. While reducing costs for retailers, retail-ready ...

Jackson, Kathleen Anne

2008-01-01T23:59:59.000Z

97

Roundtable on Sustainable Biofuels Certification Readiness Study  

E-Print Network (OSTI)

Roundtable on Sustainable Biofuels Certification Readiness Study: Hawai`i Biofuel Projects Prepared 12.1 Deliverable (item 2) Bioenergy Analyses Prepared by Hawai`i Biofuel Foundation And NCSI Americas: Hawaii Biofuel Projects Prepared For Hawaii Natural Energy Institute School of Ocean Earth Sciences

98

Diamond Shaving of Contaminated Concrete Surfaces  

Science Conference Proceedings (OSTI)

Decommissioning and decontamination of existing facilities presents technological challenges. One major challenge is the removal of surface contamination from concrete floors and walls while eliminating the spread of contamination and volumetric reduction of the waste stream. Numerous methods have been tried with a varying degree of success. Recent technology has made this goal achievable and has been used successfully. This new technology is the Diamond Floor Shaver and Diamond Wall shaver. The Diamond Floor Shaver is a self-propelled, walk behind machine that literally shaves the contaminated concrete surface to specified depths. This is accomplished by using a patented system of 100 dry cutting diamond blades with offset diamond segments that interlock to provide complete shaving of the concrete surface. Grooves are eliminated which allows for a direct frisk reading to analyze results. When attached to an appropriate size vacuum, the dust produced is 100% contained. Dust is collected in drums ready for disposition and disposal. The waste produced in shaving 7,500 square feet at 1/8 inch thickness would fill a single 55 gallon drum. Production is dependent on depth of shaving but averages 100 square feet per hour. The wall shaver uses the same patented diamond drum and blades but is hydraulically driven and is deployed using a robotic arm allowing its operation to be to totally remote. It can reach ceilings as high as 20 feet. Numerous small projects were successfully completed using this technology. Large scale deployment came in 2003. Bluegrass, in conjunction with Bartlett Services, deployed this technology to support decontamination activities for closing of the Rocky Flats nuclear weapons site. Up to six floor shavers and one wall shaver were deployed in buildings B371 and B374. These buildings had up to one half-inch, fixed plutonium and beryllium contamination. Hundred-thousands of square feet of floors and walls were shaved successfully to depths of up to one half inch. Decontamination efforts were so successful the balance of the buildings could be demolished using conventional methods. The shavers helped keep the project on schedule while the vacuum system eliminated the potential for contaminants becoming airborne.

Mullen, Lisa K. [Bluegrass Concrete Cutting Inc., 107 Mildred Street PO Box 427, Greenville, Alabama 36037 (United States)

2008-01-15T23:59:59.000Z

99

Global e-Readiness - For What? Readiness for e-Banking (JITD)  

E-Print Network (OSTI)

With the rapid diffusion of the Internet worldwide, there has been considerable interest in the e-potentials of developing countries giving rise to a 1st generation of e-Readiness studies. Moreover, ...

Maugis, V.

2004-12-10T23:59:59.000Z

100

Treatment of fly ash for use in concrete  

DOE Patents (OSTI)

A process for treating fly ash to render it highly usable as a concrete additive. A quantity of fly ash is obtained that contains carbon and which is considered unusable fly ash for concrete based upon foam index testing. The fly ash is mixed with an activator solution sufficient to initiate a geopolymerization reaction and for a geopolymerized fly ash. The geopolymerized fly ash is granulated. The geopolymerized fly ash is considered usable fly ash for concrete according to foam index testing. The geopolymerized fly ash may have a foam index less than 35% of the foam index of the untreated fly ash, and in some cases less than 10% of the foam index of the untreated fly ash. The activator solution may contain an alkali metal hydroxide, carbonate, silicate, aluminate, or mixtures thereof.

Boxley, Chett (Park City, UT); Akash, Akash (Salt lake City, UT); Zhao, Qiang (Natick, MA)

2012-05-08T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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.


101

Treatment of fly ash for use in concrete  

DOE Patents (OSTI)

A process for treating fly ash to render it highly usable as a concrete additive. A quantity of fly ash is obtained that contains carbon and which is considered unusable fly ash for concrete based upon foam index testing. The fly ash is mixed with an activator solution sufficient to initiate a geopolymerization reaction and for a geopolymerized fly ash. The geopolymerized fly ash is granulated. The geopolymerized fly ash is considered usable fly ash for concrete according to foam index testing. The geopolymerized fly ash may have a foam index less than 35% of the foam index of the untreated fly ash, and in some cases less than 10% of the foam index of the untreated fly ash. The activator solution may contain an alkali metal hydroxide, carbonate, silicate, aluminate, or mixtures thereof.

Boxley, Chett; Akash, Akash; Zhao, Qiang

2013-01-08T23:59:59.000Z

102

Accelerated and Natural Carbonation of Concretes with ...  

Science Conference Proceedings (OSTI)

... many parts of the world, corrosion of reinforcing steel in concrete induced by carbonation of the concrete continues to be a major durability concern. ...

2013-09-05T23:59:59.000Z

103

The Virtual Cement and Concrete Testing Laboratory ...  

Science Conference Proceedings (OSTI)

... Mitigation of early age cracking in high volume fly ash concrete Mitigation of early age-cracking in high volume fly ash concrete ...

2010-11-12T23:59:59.000Z

104

Nuclear Power Plant Concrete Structures  

Science Conference Proceedings (OSTI)

A nuclear power plant (NPP) involves complex engineering structures that are significant items of the structures, systems and components (SSC) important to the safe and reliable operation of the NPP. Concrete is the commonly used civil engineering construction material in the nuclear industry because of a number of advantageous properties. The NPP concrete structures underwent a great degree of evolution, since the commissioning of first NPP in early 1960. The increasing concern with time related to safety of the public and environment, and degradation of concrete structures due to ageing related phenomena are the driving forces for such evolution. The concrete technology underwent rapid development with the advent of chemical admixtures of plasticizer/super plasticizer category as well as viscosity modifiers and mineral admixtures like fly ash and silica fume. Application of high performance concrete (HPC) developed with chemical and mineral admixtures has been witnessed in the construction of NPP structures. Along with the beneficial effect, the use of admixtures in concrete has posed a number of challenges as well in design and construction. This along with the prospect of continuing operation beyond design life, especially after 60 years, the impact of extreme natural events ( as in the case of Fukushima NPP accident) and human induced events (e.g. commercial aircraft crash like the event of September 11th 2001) has led to further development in the area of NPP concrete structures. The present paper aims at providing an account of evolution of NPP concrete structures in last two decades by summarizing the development in the areas of concrete technology, design methodology and construction techniques, maintenance and ageing management of concrete structures.

Basu, Prabir [International Atomic Energy Agency (IAEA)] [International Atomic Energy Agency (IAEA); Labbe, Pierre [Electricity of France (EDF)] [Electricity of France (EDF); Naus, Dan [Oak Ridge National Laboratory (ORNL)] [Oak Ridge National Laboratory (ORNL)

2013-01-01T23:59:59.000Z

105

Lightweight concrete materials and structural systems for water tanks for thermal storage. Final report  

DOE Green Energy (OSTI)

Thermally efficient hot water storage tanks were designed, fabricated and evaluated. The tanks were made using cellular concrete at a nominal density of 100 lb/ft/sup 3/ for the structural elements and at a 30 lb/ft/sup 3/ density for the insulating elements. Thermal performance testing of the tanks was done using a static decay test since the test procedure specified in ASHRAE 94-77 was not experimentally practical. A series of composition modifications to the cellular concrete mix were investigated and the addition of alkaline resistant glass fibers was found to enhance the mechanical properties at no sacrifice in thermal behavior. Economic analysis indicated that cellular concrete provides a cost-effective insulating material. The total portability of the plant for producing cellular concrete makes cellular concrete amenable to on-site fabrication and uniquely adaptable to retrofit applications.

Buckman, R.W. Jr.; Elia, G.G.; Ichikawa, Y.

1980-12-01T23:59:59.000Z

106

Costa Rica-Facilitating Implementation and Readiness for Mitigation (FIRM)  

Open Energy Info (EERE)

Costa Rica-Facilitating Implementation and Readiness for Mitigation (FIRM) Costa Rica-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Costa Rica-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Costa Rica-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Costa Rica UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1]

107

Ethiopia-Facilitating Implementation and Readiness for Mitigation (FIRM) |  

Open Energy Info (EERE)

Ethiopia-Facilitating Implementation and Readiness for Mitigation (FIRM) Ethiopia-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Ethiopia-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Ethiopia-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Ethiopia UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1]

108

UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) | Open  

Open Energy Info (EERE)

UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) Name UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 References Facilitating Implementation and Readiness for Mitigation (FIRM)[1] "The Government of Denmark will provide US$6 million to the new programme

109

Facilitating Implementation and Readiness for Mitigation (FIRM) | Open  

Open Energy Info (EERE)

Facilitating Implementation and Readiness for Mitigation (FIRM) Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) Name UNEP-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Costa Rica, Ethiopia, Ghana, Indonesia, Mexico, Morocco, Senegal, South Africa, Vietnam UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1]

110

South Africa-Facilitating Implementation and Readiness for Mitigation  

Open Energy Info (EERE)

South Africa-Facilitating Implementation and Readiness for Mitigation South Africa-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: South Africa-Facilitating Implementation and Readiness for Mitigation (FIRM) Name South Africa-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country South Africa UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1]

111

Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness  

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

Events Events Printable Version Share this resource Send a link to Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop to someone by E-mail Share Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on Facebook Tweet about Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on Twitter Bookmark Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on Google Bookmark Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on Delicious Rank Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on Digg Find More places to share Clean Cities: Plug-In Vehicle and Infrastructure Community Readiness Workshop on AddThis.com... Conferences & Workshops

112

Hydrogen Infrastructure Market Readiness Workshop: Preliminary Results  

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

Hydrogen Infrastructure Market Readiness Hydrogen Infrastructure Market Readiness Workshop: Preliminary Results Marc Melaina, PhD Hydrogen Technologies and Systems Center, NREL Distributed electronically to workshop attendees for review March 24, 2011 Goal of this presentation * This presentation is being disseminated to workshop attendees to convey the aggregate and "raw" feedback collected during the workshop * This feedback will be compiled in a final report * We would like to accomplish two things with these slides: 1. Share the preliminary results with participants 2. Get your feedback now on any corrections or omissions * We are still open to receiving additional feedback on the workshop topic, but will report it as having been received outside of the workshop if it is included in the final report

113

Vehicle Technologies Office: Community and Fleet Readiness  

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

Community and Fleet Readiness Community and Fleet Readiness As researchers work to lower the costs and increase the convenience of plug-in electric vehicles (PEVs), it's also necessary to make similar strides on the local level. State and local incentives, such as tax credits or access to HOV lanes, can encourage consumers and vehicle fleets to purchase PEVs. In contrast, difficult permitting procedures for chargers or a lack of signage can discourage adoption. To help communities prepare themselves for plug-in and other alternative fuel vehicles, the Office works with nearly 100 Clean Cities coalitions across the country. Clean Cities offers a wide variety of resources to cities and regions that want to encourage citizens and businesses to drive PEVs. They also offer resources to both public and private fleets that wish to adopt these vehicles.

114

NGNP Infrastructure Readiness Assessment: Consolidation Report  

SciTech Connect

The Next Generation Nuclear Plant (NGNP) project supports the development, demonstration, and deployment of high temperature gas-cooled reactors (HTGRs). The NGNP project is being reviewed by the Nuclear Energy Advisory Council (NEAC) to provide input to the DOE, who will make a recommendation to the Secretary of Energy, whether or not to continue with Phase 2 of the NGNP project. The NEAC review will be based on, in part, the infrastructure readiness assessment, which is an assessment of industry's current ability to provide specified components for the FOAK NGNP, meet quality assurance requirements, transport components, have the necessary workforce in place, and have the necessary construction capabilities. AREVA and Westinghouse were contracted to perform independent assessments of industry's capabilities because of their experience with nuclear supply chains, which is a result of their experiences with the EPR and AP-1000 reactors. Both vendors produced infrastructure readiness assessment reports that identified key components and categorized these components into three groups based on their ability to be deployed in the FOAK plant. The NGNP project has several programs that are developing key components and capabilities. For these components, the NGNP project have provided input to properly assess the infrastructure readiness for these components.

Brian K Castle

2011-02-01T23:59:59.000Z

115

Explosive demolition of activated concrete  

SciTech Connect

This paper describes the removal of a radiologically contaminated concrete pad. This pad was removed during 1979 by operating personnel under the direction of the Waste Management Program of EG and G Idaho, Inc. The concrete pad was the foundation for the Organic Moderated Reactor Experiment (OMRE) reactor vessel located at the Idaho National Engineering Laboratory (INEL). The pad consisted of a cylindrical concrete slab 15 ft in diameter, 2 ft thick, and reinforced with steel bar. It was poured directly onto basalt rocks approximately 20 ft below grade. The entire pad contained induced radioactivity and was therefore demolished, boxed, and buried rather than being decontaminated. The pad was demolished by explosive blasting.

Smith, D.L.

1980-01-01T23:59:59.000Z

116

Evaluation of Contemporary Design of Reinforced Concrete ...  

Science Conference Proceedings (OSTI)

Page 1. Evaluation of Contemporary Design of Reinforced Concrete Lateral Resisting Systems Using Current Performance ...

2011-02-16T23:59:59.000Z

117

Testing of concrete by laser ablation  

DOE Patents (OSTI)

A method is disclosed for testing concrete in a structure in situ, by: directing a succession of pulses of laser radiation at a point on the structure so that each pulse effects removal of a quantity of concrete and transfers energy to the concrete; detecting a characteristic of energy which has been transferred to the concrete; determining, separately from the detecting step, the total quantity of concrete removed by the succession of pulses; and calculating a property of the concrete on the basis of the detected energy characteristic and the determined total quantity of concrete removed. 1 fig.

Flesher, D.J.; Becker, D.L.; Beem, W.L.; Berry, T.C.; Cannon, N.S.

1997-01-07T23:59:59.000Z

118

Testing of concrete by laser ablation  

DOE Patents (OSTI)

A method of testing concrete in a structure in situ, by: directing a succession of pulses of laser radiation at a point on the structure so that each pulse effects removal of a quantity of concrete and transfers energy to the concrete; detecting a characteristic of energy which has been transferred to the concrete; determining, separately from the detecting step, the total quantity of concrete removed by the succession of pulses; and calculating a property of the concrete on the basis of the detected energy characteristic and the determined total quantity of concrete removed.

Flesher, Dann J. (Benton City, WA); Becker, David L. (Kennewick, WA); Beem, William L. (Kennewick, WA); Berry, Tommy C. (Kennewick, WA); Cannon, N. Scott (Kennewick, WA)

1997-01-01T23:59:59.000Z

119

Radionuclide Retention in Concrete Wasteforms - FY13  

SciTech Connect

Assessing long-term performance of Category 3 waste cement grouts for radionuclide encasement requires knowledge of the radionuclide-cement interactions and mechanisms of retention (i.e., sorption or precipitation); the mechanism of contaminant release; the significance of contaminant release pathways; how wasteform performance is affected by the full range of environmental conditions within the disposal facility; the process of wasteform aging under conditions that are representative of processes occurring in response to changing environmental conditions within the disposal facility; the effect of wasteform aging on chemical, physical, and radiological properties; and the associated impact on contaminant release. This knowledge will enable accurate prediction of radionuclide fate when the wasteforms come in contact with groundwater. Data collected throughout the course of this work will be used to quantify the efficacy of concrete wasteforms, similar to those used in the disposal of low-level waste and mixed low-level waste, for the immobilization of key radionuclides (i.e., uranium, technetium, and iodine). Data collected will also be used to quantify the physical and chemical properties of the concrete affecting radionuclide retention.

Snyder, Michelle MV; Golovich, Elizabeth C.; Wellman, Dawn M.; Crum, Jarrod V.; Lapierre, Robert; Dage, Denomy C.; Parker, Kent E.; Cordova, Elsa A.

2013-10-15T23:59:59.000Z

120

Corrosion resistance of concrete reinforcement  

E-Print Network (OSTI)

The objective of this thesis is to investigate the mechanism of corrosion of steel reinforcement in concrete and epoxy coated reinforcing bars as corrosion resistant alternatives. Several case studies explore the durability ...

Ward-Waller, Elizabeth, 1982-

2005-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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.


121

Keys, nominals, and concrete domains  

Science Conference Proceedings (OSTI)

Many description logics (DLs) combine knowledge representation on an abstract, logical level with an interface to "concrete" domains like numbers and strings with built-in predicates such as <, +, and prefix-of. These hybrid DLs have turned out to ...

Carsten Lutz; Carlos Areces; Ian Horrocks; Ulrike Sattler

2005-01-01T23:59:59.000Z

122

Electrically conductive polymer concrete coatings  

DOE Patents (OSTI)

A sprayable electrically conductive polymer concrete coating for vertical d overhead applications is described. The coating is permeable yet has low electrical resistivity (<10 ohm-cm), good bond strength to concrete substrates, and good weatherability. A preferred formulation contains about 60 wt % calcined coke breeze, 40 wt % vinyl ester with 3.5 wt % modified bentonite clay. Such formulations apply evenly and provide enough rigidity for vertical or overhead structures so there is no drip or sag.

Fontana, J.J.; Elling, D.; Reams, W.

1990-03-13T23:59:59.000Z

123

Electrically conductive polymer concrete coatings  

DOE Patents (OSTI)

A sprayable electrically conductive polymer concrete coating for vertical d overhead applications is described. The coating is permeable yet has low electrical resistivity (<10 ohm-cm), good bond strength to concrete substrates, and good weatherability. A preferred formulation contains about 60 wt % calcined coke breeze, 40 wt % vinyl ester with 3.5 wt % modified bentonite clay. Such formulations apply evenly and provide enough rigidity for vertical or overhead structures so there is no drip or sag.

Fontana, Jack J. (Shirley, NY); Elling, David (Centereach, NY); Reams, Walter (Shirley, NY)

1990-01-01T23:59:59.000Z

124

Electrically conductive polymer concrete coatings  

DOE Patents (OSTI)

A sprayable electrically conductive polymer concrete coating for vertical and overhead applications is described. The coating is permeable yet has low electrical resistivity (<10 ohm-cm), good bond strength to concrete substrates, and good weatherability. A preferred formulation contains about 60 wt% calcined coke breeze, 40 wt% vinyl ester resin with 3.5 wt% modified bentonite clay. Such formulations apply evenly and provide enough rigidity for vertical or overhead structures so there is no drip or sag. 4 tabs.

Fontana, J.J.; Elling, D.; Reams, W.

1988-05-26T23:59:59.000Z

125

Use of recycled chunk rubber asphalt concrete (CRAC) on low volume roads and use of recycled crumb rubber modifier in asphalt pavements. Final report, June 1993-June 1995  

SciTech Connect

The major objective of this project was to formulate a Chunk Rubber Asphalt Concrete (CRAC) mix for use on low volume roads. CRAC is a rubber modified asphalt concrete product produced by the `dry process` where rubber chunks of 1/2 inch size are used as aggregate in a cold mix with a type C fly ash. The second objective of this project was to develop guidelines concerning the use of rubber modified asphalt concrete hot mix to include: (1) Design methods for use of asphalt-rubber mix for new construction and overlay, (2) Mix design method for asphalt-rubber, and (3) Test method for determining the amount of rubber in an asphalt-rubber concrete for quality control purposes.

Hossain, M.; Funk, L.P.; Sadeq, M.A.; Marucci, G.

1995-06-01T23:59:59.000Z

126

Development of Technology Readiness Level (TRL) Metrics and Risk Measures  

Science Conference Proceedings (OSTI)

This is an internal project milestone report to document the CCSI Element 7 team's progress on developing Technology Readiness Level (TRL) metrics and risk measures. In this report, we provide a brief overview of the current technology readiness assessment research, document the development of technology readiness levels (TRLs) specific to carbon capture technologies, describe the risk measures and uncertainty quantification approaches used in our research, and conclude by discussing the next steps that the CCSI Task 7 team aims to accomplish.

Engel, David W.; Dalton, Angela C.; Anderson, K. K.; Sivaramakrishnan, Chandrika; Lansing, Carina

2012-10-01T23:59:59.000Z

127

LHCb commissioning and readiness for first data  

E-Print Network (OSTI)

LHCb has been installed by spring 2008, followed by intensive testing and commissioning of the system in order to be ready for first data taking. Despite the horizontal geometry of the LHCb detector it was possible to collect over one million useful cosmic events that allowed a first time alignment of the sub-detectors. Moreover events from beam dumps during the LHC synchronisation tests provided very useful data for further time and spacial alignment of the detector. Here we present an overview of our commissioning activities, the current status and an outlook on the startup in 2009.

Helge Voss; for the LHCb Collaboration

2009-06-08T23:59:59.000Z

128

Readiness Issues for Emergency Response Instrumentation  

Science Conference Proceedings (OSTI)

Issues in maintaining readiness of instruments for deployment and use in emergency response situation often differ from those in maintaining instruments for normal operations. Confunding circumstances include use of non-availability of check sources, ensuring instruments are always in calibration and operable, possible use of instruments in different climates, packaging of instrumentation for deployment, transport of instrumentation and check sources, and ensuring users are familiar with instruments. Methods and procedures for addressing these issues are presented. Instrumentation used for survey, in situ measurements, electronic dosimetry, and air conditioning are discussed.

C.A. Riland; D.R. Bowman; R.J. Tighe

1999-03-01T23:59:59.000Z

129

General Outline for Conducting Quality Inspections and Tests of Concrete Placement at Nuclear Facilities: Standard and Optimized for Electronic Viewing Versions  

Science Conference Proceedings (OSTI)

This field guide provides a field-deployable resource for utility professionals who are responsible for inspecting and testing concrete placements at nuclear facilities. It addresses development and submittal of concrete mixes, qualification and inspection of batching facilities, qualification of testing agencies and personnel, review of construction procedures, and development of inspection and testing plans. It also provides checklists for pre-placement inspection; concrete conveyance; placement ...

2013-05-30T23:59:59.000Z

130

READY-TO-SIGN NONEXCLUSIVE PATENT LICENSE AGREEMENT  

Bullet Detection Tracking and Stopping System Company Name 1/7 TL0_____ Date READY-TO-SIGN NONEXCLUSIVE . PATENT LICENSE AGREEMENT . This license agreement ...

131

Certified Sites (Ready! Set! Build!) (Wisconsin) | Department of Energy  

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

Certified Sites (Ready! Set! Build!) (Wisconsin) Certified Sites (Ready! Set! Build!) (Wisconsin) Certified Sites (Ready! Set! Build!) (Wisconsin) < Back Eligibility Agricultural Developer General Public/Consumer Institutional Low-Income Residential Nonprofit Residential Rural Electric Cooperative Schools State/Provincial Govt Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Buying & Making Electricity Water Home Weatherization Solar Wind Program Info State Wisconsin Program Type Training/Technical Assistance Siting and Permitting Provider Wisconsin Economic Development Corporation WEDC has created, in partnership with Deloitte Consulting (Site Selector Consultant) and community partners, the Ready! Set! Build! Program, which provides consistent standards for industrial site certification in

132

The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

for Market Readiness (PMR) for Market Readiness (PMR) Jump to: navigation, search Logo: The World Bank Partnership for Market Readiness (PMR) - Brazil Name The World Bank Partnership for Market Readiness (PMR) - Brazil Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs Website http://wbcarbonfinance.org/Rou

133

Georgia Power: Early Experience Shapes Current Action on PEV Readiness  

Science Conference Proceedings (OSTI)

This case study focuses on one of Georgia Power's top PEV-readiness priorities: developing and implementing a time-of-use (TOU) rate for PEV charging.

2013-11-05T23:59:59.000Z

134

NETL: News Release - Industry Ready to Join President's Clean...  

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

August 27, 2002 Industry Ready to Join President's Clean Coal Initiative Opening Round of Clean Coal Competition Attracts 36 Proposals Worth 5 Billion Clean Coal Power Initiative...

135

Technology Readiness Levels for the DOE Description TRL 2.  

Scientific research begins translation to applied R&D - Lowest level of technology readiness. Scientific research begins to be translated into applied research and

136

Ready-to-Sign Licensing Instructions - Industrial Partnerships ...  

Ready-to-Sign Licensing Instructions. Read the Notice for RTS License Agreement and complete Commercialization Information Form; Select a technology from the patents ...

137

Technology Readiness Assessment (TRA)/Technology Maturation Plan...  

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

(TRA)Technology Maturation Plan (TMP) Process Guide Technology Readiness Assessment (TRA)Technology Maturation Plan (TMP) Process Guide This document is a guide for those...

138

NREL: News - NREL Helps Communities Assess Their Readiness for...  

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

progress along the way. Available online at DOE's Alternative Fuels Data Center (www.afdc.energy.govpev-readiness), the PEV Scorecard walks users through a variety of PEV...

139

Solar Ready: An Overview of Implementation Practices  

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

rebate based on installed capacity, not production) Approximate cost after incentive mix, about 45% of cost (e.g., income tax credit, accelerated depreciation) Simple payback...

140

Evaluation of moisture damage within asphalt concrete mixes  

E-Print Network (OSTI)

Pavements are a major part of the infrastructure in the United States. Moisture damage of these pavements is a significant problem. To predict and prevent this kind of moisture damage a great deal of research has been performed on this issue in past. This study validates an analytical approach based on surface energy aimed at assessing moisture damage. Two types of bitumen and three aggregates are evaluated in the study. The two types of bitumen represent very different chemical extremes and the three aggregates (a limestone, siliceous gravel, and granite) represent a considerable range in mineralogy. Moisture damage was monitered as a change in dynamic modulus with load cycles. The analysis demonstrates the need to consider mixture compliance as well as bond energy in order to predict moisture damage. Mixtures with the two types of bitumen and each aggregate with and without hydrated lime were evaluated. The hydrated lime substantially improved the resistance of the mixture to moisture damage.

Shah, Brij D.

2003-08-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Roller-Compacted Concrete for Dams  

Science Conference Proceedings (OSTI)

Placing mass concrete by the roller-compacted method improves the economics of hydroelectric dam construction. Many sites previously considered uneconomical for embankment or conventional concrete construction may now prove feasible.

1986-09-29T23:59:59.000Z

142

Capture-ready power plants : options, technologies and economics  

E-Print Network (OSTI)

A plant can be considered to be capture-ready if, at some point in the future it can be retrofitted for carbon capture and sequestration and still be economical to operate. The concept of capture-ready is not a specific ...

Bohm, Mark (Mark C.)

2006-01-01T23:59:59.000Z

143

MCSE: Microsoft Windows 2000 Core Exam Set Readiness Review  

Science Conference Proceedings (OSTI)

From the Publisher:Test your readiness for core MCSE Exams 70-210, 70-215, 70-216, and 70-217 with this all-in-one set! With the Readiness Review core exam set including a companion CD, candidates of certification in Windows 2000 can sharpen their ...

Microsoft Corporation

2001-03-01T23:59:59.000Z

144

Advanced Nuclear Technology: Embedded Sensors in Concrete  

Science Conference Proceedings (OSTI)

One of the greatest hindrances to concrete inspection in nuclear power plants is the lack of accessibility to many concrete structures. This report aims to address the use of embedded sensors in future power plants to allow for inspection of inaccessible structures and to facilitate continuous monitoring of the critical concrete structures of the power plants. Monitoring these structures using embedded sensors is especially important because many large concrete structures in nuclear power plants are not ...

2011-11-30T23:59:59.000Z

145

Concrete Degradation Modeling in the Evaluation of ...  

Science Conference Proceedings (OSTI)

... as a Decommission Option by ... Page 2. Concrete Degradation Modeling in the Evaluation of Entombment as a Decommissioning Option ...

2004-07-26T23:59:59.000Z

146

Comparison of concrete rheometers: International tests at ...  

Science Conference Proceedings (OSTI)

... Parainen (Finland): Erik Nordenswan Advanced Concrete and Masonry Centre, Paisley ... this mixture was designed to minimize the wall effects and ...

2002-03-26T23:59:59.000Z

147

EM Performs Tenth Technology Readiness Assessment | Department of Energy  

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

EM Performs Tenth Technology Readiness Assessment EM Performs Tenth Technology Readiness Assessment EM Performs Tenth Technology Readiness Assessment January 31, 2012 - 12:00pm Addthis Employees with Savannah River Remediation, the SRS liquid waste contractor, review mock-ups of the SCIX technology at the Savannah River National Laboratory. Employees with Savannah River Remediation, the SRS liquid waste contractor, review mock-ups of the SCIX technology at the Savannah River National Laboratory. WASHINGTON, D.C. - EM recently completed its tenth Technology Readiness Assessment (TRA) since piloting the TRA process in 2006. A TRA is an intensive peer review process through which the maturity of a technology is evaluated. A TRA utilizes the Technology Readiness Level (TRL) scale pioneered by the National Aeronautics and Space Administration

148

What's Your PEV Readiness Score? | Department of Energy  

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

What's Your PEV Readiness Score? What's Your PEV Readiness Score? What's Your PEV Readiness Score? February 14, 2013 - 10:30am Addthis PEV readiness is a community-wide effort that requires charging infrastructure, planning, regulations and support services. The new PEV Scorecard helps communities determine their PEV friendliness. | Photo courtesy of IKEA Orlando. PEV readiness is a community-wide effort that requires charging infrastructure, planning, regulations and support services. The new PEV Scorecard helps communities determine their PEV friendliness. | Photo courtesy of IKEA Orlando. Shannon Brescher Shea Communications Manager, Clean Cities Program What does this project do? Clean Cities works to reduce U.S. reliance on petroleum in transportation by establishing local coalitions of public- and

149

Ghana-Facilitating Implementation and Readiness for Mitigation (FIRM) |  

Open Energy Info (EERE)

Ghana-Facilitating Implementation and Readiness for Mitigation (FIRM) Ghana-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Ghana-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Ghana-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Ghana UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1] "The Government of Denmark will provide US$6 million to the new programme

150

Morocco-Facilitating Implementation and Readiness for Mitigation (FIRM) |  

Open Energy Info (EERE)

Morocco-Facilitating Implementation and Readiness for Mitigation (FIRM) Morocco-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Morocco-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Morocco-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Morocco UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1] "The Government of Denmark will provide US$6 million to the new programme

151

EM Performs Tenth Technology Readiness Assessment | Department of Energy  

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

Performs Tenth Technology Readiness Assessment Performs Tenth Technology Readiness Assessment EM Performs Tenth Technology Readiness Assessment January 31, 2012 - 12:00pm Addthis Employees with Savannah River Remediation, the SRS liquid waste contractor, review mock-ups of the SCIX technology at the Savannah River National Laboratory. Employees with Savannah River Remediation, the SRS liquid waste contractor, review mock-ups of the SCIX technology at the Savannah River National Laboratory. WASHINGTON, D.C. - EM recently completed its tenth Technology Readiness Assessment (TRA) since piloting the TRA process in 2006. A TRA is an intensive peer review process through which the maturity of a technology is evaluated. A TRA utilizes the Technology Readiness Level (TRL) scale pioneered by the National Aeronautics and Space Administration

152

Vietnam-Facilitating Implementation and Readiness for Mitigation (FIRM) |  

Open Energy Info (EERE)

Vietnam-Facilitating Implementation and Readiness for Mitigation (FIRM) Vietnam-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Vietnam-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Vietnam-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Vietnam UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1] "The Government of Denmark will provide US$6 million to the new programme

153

Mexico-Facilitating Implementation and Readiness for Mitigation (FIRM) |  

Open Energy Info (EERE)

Mexico-Facilitating Implementation and Readiness for Mitigation (FIRM) Mexico-Facilitating Implementation and Readiness for Mitigation (FIRM) Jump to: navigation, search Logo: Mexico-Facilitating Implementation and Readiness for Mitigation (FIRM) Name Mexico-Facilitating Implementation and Readiness for Mitigation (FIRM) Agency/Company /Organization United Nations Environment Programme (UNEP) Partner Global Environment Facility (GEF), Government of Denmark Sector Climate, Energy, Land Topics Adaptation, Co-benefits assessment, - Environmental and Biodiversity, Finance, Implementation, Low emission development planning Website http://www.unep.org/climatecha Program Start 2011 Program End 2013 Country Mexico UN Region Central America References Facilitating Implementation and Readiness for Mitigation (FIRM)[1] "The Government of Denmark will provide US$6 million to the new programme

154

Rough and Ready Biomass Facility | Open Energy Information  

Open Energy Info (EERE)

and Ready Biomass Facility and Ready Biomass Facility Jump to: navigation, search Name Rough and Ready Biomass Facility Facility Rough and Ready Sector Biomass Owner Rough and Ready Lumber Co. Location Cave Junction, Oregon Coordinates 42.1628912°, -123.6481235° 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":42.1628912,"lon":-123.6481235,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

155

Concrete Decontamination Technology Workshop Proceedings  

Science Conference Proceedings (OSTI)

EPRI has initiated a series of highly focused workshops, each dealing with a specific nuclear power plant decommissioning technology. The objective is to equip utility personnel with the information needed to assess the use of these technologies in their individual projects. This report presents the results of the first workshop, which covered concrete decontamination.

1998-12-31T23:59:59.000Z

156

Diffusion of Radionuclides in Concrete and Soil  

SciTech Connect

One of the methods being considered for safely disposing of Category 3 low-level radioactive wastes is to encase the waste in concrete. Such concrete encasement would contain and isolate the waste packages from the hydrologic environment and would act as an intrusion barrier. Any failure of concrete encasement may result in water intrusion and consequent mobilization of radionuclides from the waste packages. The mobilized radionuclides may escape from the encased concrete by mass flow and/or diffusion and move into the surrounding subsurface environment. Therefore, it is necessary to assess the performance of the concrete encasement structure and the ability of the surrounding soil to retard radionuclide migration. The objective of our study was to measure the diffusivity of Re, Tc and I in concrete containment and the surrounding vadose zone soil. Effects of carbonation, presence of metallic iron, and fracturing of concrete and the varying moisture contents in soil on the diffusivities of Tc and I were evaluated.

Mattigod, Shas V.; Wellman, Dawn M.; Bovaird, Chase C.; Parker, Kent E.; Recknagle, Kurtis P.; Clayton, Libby N.; Wood, Marcus I.

2012-04-25T23:59:59.000Z

157

LWRS ATR Irradiation Testing Readiness Status  

SciTech Connect

The Light Water Reactor Sustainability (LWRS) Program was established by the U.S. Department of Energy Office of Nuclear Energy (DOE-NE) to develop technologies and other solutions that can improve the reliability, sustain the safety, and extend the life of the current reactors. The LWRS Program is divided into four R&D Pathways: (1) Materials Aging and Degradation; (2) Advanced Light Water Reactor Nuclear Fuels; (3) Advanced Instrumentation, Information and Control Systems; and (4) Risk-Informed Safety Margin Characterization. This report describes an irradiation testing readiness analysis in preparation of LWRS experiments for irradiation testing at the Idaho National Laboratory (INL) Advanced Test Reactor (ATR) under Pathway (2). The focus of the Advanced LWR Nuclear Fuels Pathway is to improve the scientific knowledge basis for understanding and predicting fundamental performance of advanced nuclear fuel and cladding in nuclear power plants during both nominal and off-nominal conditions. This information will be applied in the design and development of high-performance, high burn-up fuels with improved safety, cladding integrity, and improved nuclear fuel cycle economics

Kristine Barrett

2012-09-01T23:59:59.000Z

158

Software Technology Readiness for the Smart Grid  

Science Conference Proceedings (OSTI)

Abstract Budget and schedule overruns in product development due to the use of immature technologies constitute an important matter for program managers. Moreover, unexpected lack of technology maturity is also a problem for buyers. Both sides of the situation would benefit from an unbiased measure of technology maturity. This paper presents the use of a software maturity metric called Technology Readiness Level (TRL), in the milieu of the smart grid. For most of the time they have been in existence, power utilities have been protected monopolies, guaranteed a return on investment on anything they could justify adding to the rate base. Such a situation did not encourage innovation, and instead led to widespread risk-avoidance behavior in many utilities. The situation changed at the end of the last century, with a series of regulatory measures, beginning with the Public Utility Regulatory Policy Act of 1978. However, some bad experiences have actually served to strengthen the resistance to innovation by some utilities. Some aspects of the smart grid, such as the addition of computer-based control to the power system, face an uphill battle. It is our position that the addition of TRLs to the decision-making process for smart grid power-system projects, will lead to an environment of more confident adoption.

Tugurlan, Maria C.; Kirkham, Harold; Chassin, David P.

2011-06-13T23:59:59.000Z

159

Concrete concentrator panel development program for SolarOil project, Phase I  

DOE Green Energy (OSTI)

The results of the General Atomic (GA) fixed-mirror solar concentrator (FMSC) concrete panel development program are presented. The FMSC is part of the solar steam supply system proposed by GA for the SolarOil project. The program was conducted to determine the achievable accuracy of precast concrete concentrator panels and to investigate expedient and economical mass production of the panels. One steel form, two concrete forms, and three concrete panels were fabricated and about 1500 slat angle measurements made using a laser inspection fixture developed expressly for this purpose. All panels were 1.83 m (6 ft) long and had a 3.6 m (11 ft 10 in.) aperture and 71 slats. Proper concrete mixes, parting compounds, placement methods, vibrating techniques, and curing procedures were identified, and the hardware and techniques for stripping and turning the panels were tested. Based upon test results and structural calculations it was concluded that reasonably priced 5.5-m (18 ft) long panels can be produced with either steel or fiberglass-coated concrete forms with 95% to 99% of the slat area within +-0.25/sup 0/ of the desired angles. With steam curing, the production rate is one panel every other working day per 5.5 m (18 ft) of form length.

Nicolayeff, V.; Chow, G.S.; Koploy, M.

1980-05-01T23:59:59.000Z

160

Radionuclide Retention in Concrete Wasteforms  

Science Conference Proceedings (OSTI)

Assessing long-term performance of Category 3 waste cement grouts for radionuclide encasement requires knowledge of the radionuclide-cement interactions and mechanisms of retention (i.e., sorption or precipitation); the mechanism of contaminant release; the significance of contaminant release pathways; how wasteform performance is affected by the full range of environmental conditions within the disposal facility; the process of wasteform aging under conditions that are representative of processes occurring in response to changing environmental conditions within the disposal facility; the effect of wasteform aging on chemical, physical, and radiological properties; and the associated impact on contaminant release. This knowledge will enable accurate prediction of radionuclide fate when the wasteforms come in contact with groundwater. The information present in the report provides data that (1) measures the effect of concrete wasteform properties likely to influence radionuclide migration; and (2) quantifies the rate of carbonation of concrete materials in a simulated vadose zone repository.

Bovaird, Chase C.; Jansik, Danielle P.; Wellman, Dawn M.; Wood, Marcus I.

2011-09-30T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Property:Technology Readiness Level | Open Energy Information  

Open Energy Info (EERE)

Readiness Level Readiness Level Jump to: navigation, search Property Name Technology Readiness Level Property Type Text Pages using the property "Technology Readiness Level" Showing 25 pages using this property. (previous 25) (next 25) M MHK Technologies/14 MW OTECPOWER + TRL 5 6 System Integration and Technology Laboratory Demonstration MHK Technologies/Aegir Dynamo + TRL 5 6 System Integration and Technology Laboratory Demonstration MHK Technologies/AirWEC + TRL 5/6: System Integration and Technology Laboratory Demonstration MHK Technologies/Anaconda bulge tube drives turbine + TRL 4 Proof of Concept MHK Technologies/AquaBuoy + TRL 1-3: Discovery / Concept Definition / Early Stage Development & Design & Engineering MHK Technologies/Aquantis + TRL 1 3 Discovery Concept Def Early Stage Dev Design Engineering

162

Energy Department Staff Ready for Hurricane Earl | Department of Energy  

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

Energy Department Staff Ready for Hurricane Earl Energy Department Staff Ready for Hurricane Earl Energy Department Staff Ready for Hurricane Earl September 3, 2010 - 12:00pm Addthis Patricia A. Hoffman Patricia A. Hoffman Assistant Secretary, Office of Electricity Delivery & Energy Reliability What does this mean for me? You can review updated information on the Energy Department's response efforts, including critical energy infrastructure impacted by the storm and outage and restoration data, through the Emergency Situation Reports. As Category 4 Hurricane Earl heads towards the East Coast, Energy Department emergency responders are in place and ready to go at the National Response Coordination Center in Washington, D.C. and FEMA's Regional Response Coordination Centers in Boston and New York City. The

163

Ghana-REDD Readiness Requires Radical Reform | Open Energy Information  

Open Energy Info (EERE)

Readiness Requires Radical Reform Readiness Requires Radical Reform Jump to: navigation, search Name Ghana-REDD Readiness Requires Radical Reform Agency/Company /Organization UN-REDD Programme Sector Land Focus Area Forestry, Agriculture Topics Implementation, GHG inventory, Policies/deployment programs, Resource assessment, Pathways analysis, Background analysis Resource Type Maps, Guide/manual, Training materials Website http://environment.yale.edu/tf Country Ghana UN Region Western Africa References Ghana-REDD Readiness[1] Summary "The fundamental changes needed for sustainable forest management in Ghana have been known for years, and many large projects have been instigated accordingly. Yet real change has proved elusive. The key challenge now is to get REDD-plus right so that it makes a difference. Dialogue participants

164

Project: Early-Age Performance of Concrete  

Science Conference Proceedings (OSTI)

... at the international workshop "Micro-structure, setting and aging of cement ... Solution Chemistry and Phase Evolution in Early-Age Concrete Materials ...

2012-12-31T23:59:59.000Z

165

Project: Long Term Performance of Concrete  

Science Conference Proceedings (OSTI)

... of a Performance-Based Specification for Cast-in-Place Concrete, RMC Research & Education Foundation, Phase 1 Final Report, 2006. ...

2013-06-28T23:59:59.000Z

166

NISTIR 7026 Condition Assessment of Concrete Nuclear ...  

Science Conference Proceedings (OSTI)

... An im- portant consideration for decommissioning is that the existing concrete nuclear structure is a primary barrier between its remaining contents ...

2003-12-16T23:59:59.000Z

167

Concrete & Asphalt Recycling into Reusable Products  

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

SNLNM Pollution Prevention Concrete & Asphalt Recycling into Reusable Products (SNLNM Pollution Prevention Program) March 18, 2010 Doug Vetter, PE, LEED-AP Sandia is a...

168

Proceedings of the concrete decontamination workshop  

Science Conference Proceedings (OSTI)

Fourteen papers were presented. These papers describe concrete surface removal methods and equipment, as well as experiences in decontaminating and removing both power and experimental nuclear reactors.

Halter, J.M.; Sullivan, R.G.; Currier, A.J.

1980-05-28T23:59:59.000Z

169

The life cycle assessment of concrete manufacturing in Kuwait  

E-Print Network (OSTI)

Concrete is the second most widely used material in the world after water. Annually 9,120 million tons of concrete are produced, which is an equivalent of 1.3 tons of concrete per individual. As the world's primary ...

El Mostafa, Mayce (Mayce A.)

2013-01-01T23:59:59.000Z

170

Application of Nonlinear Elastic Resonance Spectroscopy For Damage Detection In Concrete: An Interesting Story  

SciTech Connect

Nonlinear resonance ultrasound spectroscopy experiments conducted on concrete cores, one chemically and mechanically damaged by alkali-silica reactivity, and one undamaged, show that this material displays highly nonlinear wave behavior, similar to many other damaged materials. They find that the damaged sample responds more nonlinearly, manifested by a larger resonant peak and modulus shift as a function of strain amplitude. The nonlinear response indicates that there is a hysteretic influence in the stress-strain equation of state. Further, as in some other materials, slow dynamics are present. The nonlinear response they observe in concrete is an extremely sensitive indicator of damage. Ultimately, nonlinear wave methods applied to concrete may be used to guide mixing, curing, or other production techniques, in order to develop materials with particular desired qualities such as enhanced strength or chemical resistance, and to be used for damage inspection.

Byers, Loren W. [Los Alamos National Laboratory; Ten Cate, James A. [Los Alamos National Laboratory; Johnson, Paul A. [Los Alamos National Laboratory

2012-06-28T23:59:59.000Z

171

ANALYTICAL RESULTS FOR MOX COLEMANITE CONCRETE SAMPLES RECEIVED ON NOVEMBER, 2013  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory (SRNL) is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. SRNL received two samples of colemanite concrete for analysis on November 21, 2013. The average total density of each of the samples measured by the ASTM method C 642, the average partial hydrogen density was measured using method ASTM E 1131, and the average partial boron density of each sample was measured according to ASTM C 1301. For all the samples tested, the total density and the boron partial density met or exceeded the specified limit. None of the samples met the lower limit for hydrogen partial density.

Reigel, M.

2013-12-18T23:59:59.000Z

172

ANALYTICAL RESULTS FOR MOX COLEMANITE CONCRETE SAMPLES RECEIVED ON SEPTEMBER 4, 2013  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory (SRNL) is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. SRNL received three samples of colemanite concrete for analysis on September 4, 2013. The average total density of each of the samples measured by the ASTM method C 642, the average partial hydrogen density was measured using method ASTM E 1131, and the average partial boron density of each sample was measured according to ASTM C 1301. The lower limits and measured values for the total density, hydrogen partial density, and boron partial density are presented. For all the samples tested, the total density and the boron partial density met or exceeded the specified limit. None of the samples met the lower limit for hydrogen partial density.

Reigel, M.

2013-09-24T23:59:59.000Z

173

Life-Cycle Evaluation of Concrete Building Construction as a Strategy for Sustainable Cities  

E-Print Network (OSTI)

additives in concrete) and organic substances that are emitted during or shortly after the concrete manufacturing

Stadel, Alexander

2013-01-01T23:59:59.000Z

174

NISTIR 6295 Curing of High-Performance Concrete: Report of ...  

Science Conference Proceedings (OSTI)

... High-strength lightweight concreteConcrete produced by using lightweight aggregates, such as expanded clay, shale, and slate aggregates, so ...

1999-05-27T23:59:59.000Z

175

Concrete Foundations in Substations and Transmission Lines  

Science Conference Proceedings (OSTI)

This report presents the results of surveys conducted to obtain information on the degradation of concrete foundations that support transmission towers and high-voltage substation equipment. Although concrete foundations are simple and inexpensive, their degradation or failure may have costly consequences, including potential equipment damage and the need for outages to allow movement of critical equipment so the ...

2012-12-14T23:59:59.000Z

176

Quick-setting concrete and a method for making quick-setting concrete  

DOE Patents (OSTI)

This invention relates to a method for producing concrete, and more specifically, this invention relates to a method for producing quick-setting concrete while simultaneously minimizing the release of carbon dioxide to the atmosphere, said release of carbon dioxide inherent in cement production. A method for producing quick setting concrete comprises hydrating a concrete dry mixture with carbonate solution to create a slurry, and allowing the slurry to cure. The invention also provides for a quick setting concrete having a predetermined proportion of CaCO{sub 3} of between 5 and 23 weight percent of the entire concrete mixture, and whereby the concrete has a compression strength of approximately 4,000 pounds per square inch (psi) within 24 hours after pouring.

Wagh, A.S.; Singh, D.; Pullockaran, J.D.; Knox, L.

1995-12-31T23:59:59.000Z

177

Radionuclide Retention in Concrete Wasteforms  

SciTech Connect

Assessing long-term performance of Category 3 waste cement grouts for radionuclide encasement requires knowledge of the radionuclide-cement interactions and mechanisms of retention (i.e., sorption or precipitation); the mechanism of contaminant release; the significance of contaminant release pathways; how wasteform performance is affected by the full range of environmental conditions within the disposal facility; the process of wasteform aging under conditions that are representative of processes occurring in response to changing environmental conditions within the disposal facility; the effect of wasteform aging on chemical, physical, and radiological properties; and the associated impact on contaminant release. This knowledge will enable accurate prediction of radionuclide fate when the wasteforms come in contact with groundwater. Data collected throughout the course of this work will be used to quantify the efficacy of concrete wasteforms, similar to those used in the disposal of LLW and MLLW, for the immobilization of key radionuclides (i.e., uranium, technetium, and iodine). Data collected will also be used to quantify the physical and chemical properties of the concrete affecting radionuclide retention.

Wellman, Dawn M.; Jansik, Danielle P.; Golovich, Elizabeth C.; Cordova, Elsa A.

2012-09-24T23:59:59.000Z

178

STRUCTURAL PERFORMANCE OF DEGRADED REINFORCED CONCRETE MEMBERS.  

Science Conference Proceedings (OSTI)

This paper describes the results of a study to evaluate, in probabilistic terms, the effects of age-related degradation on the structural performance of reinforced concrete members at nuclear power plants. The paper focuses on degradation of reinforced concrete flexural members and shear walls due to the loss of steel reinforcing area and loss of concrete area (cracking/spalling). Loss of steel area is typically caused by corrosion while cracking and spalling can be caused by corrosion of reinforcing steel, freeze-thaw, or aggressive chemical attack. Structural performance in the presence of uncertainties is depicted by a fragility (or conditional probability of failure). The effects of degradation on the fragility of reinforced concrete members are calculated to assess the potential significance of various levels of degradation. The fragility modeling procedures applied to degraded concrete members can be used to assess the effects of degradation on plant risk and can lead to the development of probability-based degradation acceptance limits.

Braverman, J.I.; Miller, C.A.; Ellingwood, B.R.; Naus, D.J.; Hofmayer, C.H.; Bezler, P.; Chang, T.Y.

2001-03-22T23:59:59.000Z

179

LEDs Ready for Takeoff at Louisiana Airport | Department of Energy  

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

LEDs Ready for Takeoff at Louisiana Airport LEDs Ready for Takeoff at Louisiana Airport LEDs Ready for Takeoff at Louisiana Airport July 14, 2010 - 3:34pm Addthis Hammond, La., airport is replacing the existing incandescent taxiway lights (pictured) with LEDs. | Photo courtesy of Hammond Northshore Regional Airport Hammond, La., airport is replacing the existing incandescent taxiway lights (pictured) with LEDs. | Photo courtesy of Hammond Northshore Regional Airport Stephen Graff Former Writer & editor for Energy Empowers, EERE What are the key facts? Upgrades for safety, energy at Hammond airport possible through Recovery Act Taxiway lights to be replaced with LEDs Airport could save up to $15,000 annually on electric bills Energy efficiency is taking off at the airport in Hammond, La., about 70

180

UNDP Readiness for Climate Finance | Open Energy Information  

Open Energy Info (EERE)

Page Page Edit with form History Facebook icon Twitter icon » UNDP Readiness for Climate Finance Jump to: navigation, search Tool Summary Name: UNDP Readiness for Climate Finance Agency/Company /Organization: United Nations Development Programme (UNDP) Sector: Climate Focus Area: Renewable Energy Phase: Evaluate Options Topics: Co-benefits assessment, - Energy Access, Finance, Low emission development planning, -LEDS Resource Type: Guide/manual, Publications Website: www.undp.org/content/undp/en/home/librarypage/environment-energy/low_e Cost: Free Language: English The paper presents a framework for understanding what it means to be "ready" to use climate finance in a transformative way at the national level. In the context of the financial challenges posed by climate change,

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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

Are You Ready to Make a Difference? | Department of Energy  

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

Are You Ready to Make a Difference? Are You Ready to Make a Difference? Are You Ready to Make a Difference? September 27, 2010 - 2:23pm Addthis Secretary of Energy Steven Chu talks about the influence of his physics teacher. John Schueler John Schueler Former New Media Specialist, Office of Public Affairs Providing America's students with a quality education is essential to ensuring that we can continue to be leaders of innovation and industry, and we can't fulfill that responsibility without quality teachers. There is already a great need for skilled math and science teachers and with many of the most accomplished educators approaching retirement age, the demand for specialists in those fields will only grow in the coming years. That's why public figures like Secretary Chu are sharing the personal impact that

182

Energy Department Emergency Response Team Ready to Respond to Hurricane  

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

Department Emergency Response Team Ready to Respond to Department Emergency Response Team Ready to Respond to Hurricane Irene Energy Department Emergency Response Team Ready to Respond to Hurricane Irene August 26, 2011 - 12:15pm Addthis Hurricane Irene made landfall at approximately 7:30 am EDT near Cape Lookout, North Carolina with maximum sustained winds of 85 mph (Category 1). This NOAA GOES-13 satellite image captures Irene’s landfall moment. | Image courtesy of NOAA Hurricane Irene made landfall at approximately 7:30 am EDT near Cape Lookout, North Carolina with maximum sustained winds of 85 mph (Category 1). This NOAA GOES-13 satellite image captures Irene's landfall moment. | Image courtesy of NOAA Patricia A. Hoffman Patricia A. Hoffman Assistant Secretary, Office of Electricity Delivery & Energy Reliability

183

Are You Ready for Fall? | Department of Energy  

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

Are You Ready for Fall? Are You Ready for Fall? Are You Ready for Fall? October 21, 2011 - 6:38am Addthis This week, Andrea talked about insulating her water heater tank in preparation for cooler weather (of course, that's something you can do any time of year to save money and energy at home). She also listed many other ways to reduce your water heating costs. Erin blogged about something we don't often think about: the historical perspective of using renewable energy. For example, Leonardo da Vinci had designed a solar powered water heater among other things. As for geothermal energy, archaeological evidence shows that the first human use of geothermal resources in North America occurred more than 10,000 years ago. Whether you're using renewables or energy efficiency (or both), what are

184

Are You Ready for Fall? | Department of Energy  

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

Are You Ready for Fall? Are You Ready for Fall? Are You Ready for Fall? October 21, 2011 - 6:38am Addthis This week, Andrea talked about insulating her water heater tank in preparation for cooler weather (of course, that's something you can do any time of year to save money and energy at home). She also listed many other ways to reduce your water heating costs. Erin blogged about something we don't often think about: the historical perspective of using renewable energy. For example, Leonardo da Vinci had designed a solar powered water heater among other things. As for geothermal energy, archaeological evidence shows that the first human use of geothermal resources in North America occurred more than 10,000 years ago. Whether you're using renewables or energy efficiency (or both), what are

185

Ready to Retrofit: The Process of Project Team Selection, Building  

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

Ready to Retrofit: The Process of Project Team Selection, Building Ready to Retrofit: The Process of Project Team Selection, Building Benchmarking, and Financing Commercial Building Energy Retrofit Projects Title Ready to Retrofit: The Process of Project Team Selection, Building Benchmarking, and Financing Commercial Building Energy Retrofit Projects Publication Type Report LBNL Report Number LBNL-5893E Year of Publication 2012 Authors Sanders, Mark D., Kristen Parrish, and Paul A. Mathew Publisher LBNL Abstract This guide provides an introduction and overview to the retrofit process and then dives deeper into the key activities that an owner can influence most in the retrofit process: (1) Selecting Your Project Team, (2) Benchmarking Your Building, and (3) Financing Your Energy Efficiency Projects* Building Energy Retrofit Overview will provide you a simple explanation of the retrofit process, the project stages and the players involved.

186

REDD+ Country Readiness Preparation Proposals | 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 Page Edit with form History Facebook icon Twitter icon » REDD+ Country Readiness Preparation Proposals Jump to: navigation, search Tool Summary LAUNCH TOOL Name: REDD+ Country Readiness Preparation Proposals Agency/Company /Organization: World Resources Institute Focus Area: Forestry Topics: Implementation, Policies/deployment programs, Pathways analysis Resource Type: Publications, Guide/manual Website: www.wri.org/publication/getting-ready Country: Democratic Republic of Congo, Ghana, Guyana, Indonesia, Madagascar, Mexico, Suriname, Panama Middle Africa, Western Africa, South America, South-Eastern Asia, Eastern Africa, Central America, South America, Central America

187

SRS Tank 48H Waste Treatment Project Technology Readiness Assessment  

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

Savannah River Site Tank 48H Savannah River Site Tank 48H Waste Treatment Project Technology Readiness Assessment Harry D. Harmon Joan B. Berkowitz John C. DeVine, Jr. Herbert G. Sutter Joan K. Young SPD-07-195 July 31, 2007 Prepared by the U.S. Department of Energy Aiken, South Carolina SRS Tank 48H Waste Treatment Project SPD-07-195 Technology Readiness Assessment July 31, 2007 Signature Page 7/31/07 ___________________________ _________________________ John C. DeVine, Jr., Team Member Date SRS Tank 48H Waste Treatment Project SPD-07-195 Technology Readiness Assessment July 31, 2007 Executive Summary The purpose of this assessment was to determine the technology maturity level of the candidate Tank 48H treatment technologies that are being considered for implementation at DOE's

188

Training Program Graduates Weatherization-Ready Workers | Department of  

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

Training Program Graduates Weatherization-Ready Workers Training Program Graduates Weatherization-Ready Workers Training Program Graduates Weatherization-Ready Workers April 29, 2010 - 5:45pm Addthis Daniel Tello demonstrates how to prepare an attic space for insulation using skills learned from the First Choice Program. | Photo courtesy of HCDC, Human Capital Development Corp., Inc. and Scott Anderson Daniel Tello demonstrates how to prepare an attic space for insulation using skills learned from the First Choice Program. | Photo courtesy of HCDC, Human Capital Development Corp., Inc. and Scott Anderson Lindsay Gsell On graduation day, students at Human Capital Development Corp., Inc. (HCDC) leave with more than just a diploma. They receive a hard hat, tool belt, hammer, utility knife and a tape measure. Graduates from Racine, Wis.-based HCDC First Choice Program are literally

189

LEDs Ready for Takeoff at Louisiana Airport | Department of Energy  

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

LEDs Ready for Takeoff at Louisiana Airport LEDs Ready for Takeoff at Louisiana Airport LEDs Ready for Takeoff at Louisiana Airport July 14, 2010 - 3:34pm Addthis Hammond, La., airport is replacing the existing incandescent taxiway lights (pictured) with LEDs. | Photo courtesy of Hammond Northshore Regional Airport Hammond, La., airport is replacing the existing incandescent taxiway lights (pictured) with LEDs. | Photo courtesy of Hammond Northshore Regional Airport Stephen Graff Former Writer & editor for Energy Empowers, EERE What are the key facts? Upgrades for safety, energy at Hammond airport possible through Recovery Act Taxiway lights to be replaced with LEDs Airport could save up to $15,000 annually on electric bills Energy efficiency is taking off at the airport in Hammond, La., about 70

190

Fast pandemic detection tool ready to fight flu  

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

Fast pandemic detection tool ready to fight flu Fast pandemic detection tool ready to fight flu Fast pandemic detection tool ready to fight flu Researchers are developing new tools for rapidly characterizing biological pathogens that could give rise to potentially deadly pandemics such as Influenza A (H1N1). June 9, 2009 Los Alamos National Laboratory sits on top of a once-remote mesa in northern New Mexico with the Jemez mountains as a backdrop to research and innovation covering multi-disciplines from bioscience, sustainable energy sources, to plasma physics and new materials. Los Alamos National Laboratory sits on top of a once-remote mesa in northern New Mexico with the Jemez mountains as a backdrop to research and innovation covering multi-disciplines from bioscience, sustainable energy sources, to plasma physics and new materials.

191

Launching Apps for Energy! Developers, Are You Ready? | Department of  

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

Apps for Energy! Developers, Are You Ready? Apps for Energy! Developers, Are You Ready? Launching Apps for Energy! Developers, Are You Ready? April 5, 2012 - 4:00pm Addthis Apps for Energy is open for submissions. Sign-up at appsforenergy.challenge.gov. Erin R. Pierce Erin R. Pierce Digital Communications Specialist, Office of Public Affairs What are the key facts? Today, the Energy Department's Apps for Energy competition is open for submissions. Apps for Energy leverages Green Button -- an open standard for sharing utility data. Developers who build the best apps win part of a $100,000 cash prize. May 15 is the last day to submit an app. To submit your app design, signup at appsforenergy.challenge.gov The Energy Department's first ever Apps for Energy competition is officially open for submissions, starting today.

192

Special concrete shield selection using the analytic hierarchy process  

SciTech Connect

Special types of concrete radiation shields that depend on locally available materials and have improved properties for both neutron and gamma-ray attenuation were developed by using plastic materials and heavy ores. The analytic hierarchy process (AHP) is implemented to evaluate these types for selecting the best biological radiation shield for nuclear reactors. Factors affecting the selection decision are degree of protection against neutrons, degree of protection against gamma rays, suitability of the concrete as building material, and economic considerations. The seven concrete alternatives are barite-polyethylene concrete, barite-polyvinyl chloride (PVC) concrete, barite-portland cement concrete, pyrite-polyethylene concrete, pyrite-PVC concrete, pyrite-portland cement concrete, and ordinary concrete. The AHP analysis shows the superiority of pyrite-polyethylene concrete over the others.

Abulfaraj, W.H. (King Abdulaziz Univ., Jeddah (Saudi Arabia). Nuclear Engineering Dept.)

1994-08-01T23:59:59.000Z

193

Tank Waste Feed Delivery System Readiness at the Hanford Site  

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

Audit Report Audit Report Tank Waste Feed Delivery System Readiness at the Hanford Site OAS-L-12-09 August 2012 Department of Energy Washington, DC 20585 August 23, 2012 MEMORANDUM FOR THE MANAGER, OFFICE OF RIVER PROTECTION FROM: David Sedillo, Director Western Audits Division Office of Audits and Inspections Office of Inspector General SUBJECT: INFORMATION: Audit Report on "Tank Waste Feed Delivery System Readiness at the Hanford Site" BACKGROUND The Department of Energy's largest cleanup task involves the treatment, immobilization and disposal of 56 million gallons of hazardous and highly radioactive waste at the Hanford Site, located in Southeastern Washington State. As part of this effort, the Department is constructing

194

Enabling Demand-Response-Ready Appliances and Devices  

Science Conference Proceedings (OSTI)

This Technical Update reports on the results of a 2010 Electric Power Research Institute (EPRI) survey of utilities that was performed as part of a multi-year effort to develop functional specifications for residential demand-response- (DR-) ready appliances and devices. This report also provides an update of industry trends and smart appliance development. DR-ready appliances and devices are defined as those that are able to participate in demand-response programs out of the box. Such devices can receiv...

2011-03-30T23:59:59.000Z

195

Immobilization of iodine in concrete  

DOE Patents (OSTI)

A method for immobilizing fission product radioactive iodine recovered from irradiated nuclear fuel comprises combining material comprising water, Portland cement and about 3-20 wt. % iodine as Ba(IO.sub.3).sub.2 to provide a fluid mixture and allowing the fluid mixture to harden, said Ba(IO.sub.3).sub.2 comprising said radioactive iodine. An article for solid waste disposal comprises concrete prepared by this method. BACKGROUND OF THE INVENTION This invention was made in the course of, or under a contract with the Energy Research and Development Administration. It relates in general to reactor waste solidification and more specifically to the immobilization of fission product radioactive iodine recovered from irradiated nuclear fuel for underground storage.

Clark, Walter E. (Oak Ridge, TN); Thompson, Clarence T. (Oak Ridge, TN)

1977-04-12T23:59:59.000Z

196

Get Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money...  

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

Get Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money Get Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money September 21, 2009 - 3:04pm Addthis Allison Casey...

197

Financing Capture Ready Coal-Fired Power Plants in China by Issuing Capture Options  

E-Print Network (OSTI)

Capture Ready is a design concept enabling fossil fuel plants to be retrofitted more economically with carbon dioxide capture and storage (CCS) technologies, however financing the cost of capture ready can be problematic, especially...

Liang, Xi; Reiner, David; Gibbons, Jon; Li, Jia

198

Operational readiness review phase-1 final report for WRAP-1  

Science Conference Proceedings (OSTI)

This report documents the Operational Readiness Review for WRAP-1 Phase-1 operations. The report includes all criteria, lines of inquiry with resulting Findings and Observations. The review included assessing operational capability of the organization and the computer controlled process and facility systems.

Bowen, W., Westinghouse Hanford

1996-12-27T23:59:59.000Z

199

Summary of Recommendations from NERC Reliability Readiness Evaluations  

Science Conference Proceedings (OSTI)

The North American Electric Reliability Corporation (NERC) has recently conducted a large number of reliability readiness evaluations at the sites of various transmission operators, balancing authorities, and reliability coordinators. This report summarizes the most prevalent recommendations in these evaluations, enabling entities not yet audited to better prepare by initiating improvements in emphasized recommendation areas.

2008-10-20T23:59:59.000Z

200

Mission and Readiness Assessment for Fusion Nuclear Facilities  

E-Print Network (OSTI)

as planned for a commercial power plant. · Demonstrate reliable steady-state operation as an integrated to knowledge growth and risk reduction. · There is no absolute standard for FNF or DEMO "readiness" to proceed maintenance of the power core. 3. Closed tritium fuel cycle. 4. High level of public and worker safety, low

Note: This page contains sample records for the topic "ready mix concrete" 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

BG/Q Parallel Debugging Ready to Scale  

E-Print Network (OSTI)

BG/Q Parallel Debugging Ready to Scale ALCF MiraCon March 4, 2013 Ray Loy Applica8ons Performance Engineering ALCF #12;Outline § bgq_stack § coreprocessor § gdb seSngs for core files ­ hTps://www.alcf.anl.gov/resource-guides/vesta-debugging- core

Kemner, Ken

202

Recycling readiness of advanced batteries for electric vehicles  

SciTech Connect

Maximizing the reclamation/recycle of electric-vehicle (EV) batteries is considered to be essential for the successful commercialization of this technology. Since the early 1990s, the US Department of Energy has sponsored the ad hoc advanced battery readiness working group to review this and other possible barriers to the widespread use of EVs, such as battery shipping and in-vehicle safety. Regulation is currently the main force for growth in EV numbers and projections for the states that have zero-emission vehicle (ZEV) programs indicate about 200,000 of these vehicles would be offered to the public in 2003 to meet those requirements. The ad hoc Advanced Battery Readiness Working Group has identified a matrix of battery technologies that could see use in EVs and has been tracking the state of readiness of recycling processes for each of them. Lead-acid, nickel/metal hydride, and lithium-ion are the three EV battery technologies proposed by the major automotive manufacturers affected by ZEV requirements. Recycling approaches for the two advanced battery systems on this list are partly defined, but could be modified to recover more value from end-of-life batteries. The processes being used or planned to treat these batteries are reviewed, as well as those being considered for other longer-term technologies in the battery recycling readiness matrix. Development efforts needed to prepare for recycling the batteries from a much larger EV population than exists today are identified.

Jungst, R.G.

1997-09-01T23:59:59.000Z

203

Mission and Readiness Assessment for Fusion Nuclear Facilities  

SciTech Connect

Magnetic fusion development toward DEMO will most likely require a number of fusion nuclear facilities (FNF), intermediate between ITER and DEMO, to test and validate plasma and nuclear technologies and to advance the level of system integration. The FNF mission space is wide, ranging from basic materials research to net electricity demonstration, so there is correspondingly a choice among machine options, scope, and risk in planning such a step. Readiness requirements to proceed with a DEMO are examined, and two FNF options are assessed in terms of the contributions they would make to closing DEMO readiness gaps, and their readiness to themselves proceed with engineering design about ten years from now. An advanced tokamak (AT) pilot plant with superconducting coils and a mission to demonstrate net electricity generation would go a long way toward DEMO. As a next step, however, a pilot plant would entail greater risk than a copper-coil FNSF-AT with its more focussed mission and technology requirements. The stellarator path to DEMO is briefly discussed. Regardless of the choice of FNF option, an accompanying science and technology development program, also aimed at DEMO readiness, is absolutely essential.

G.H. Neilson, et. al.

2012-12-12T23:59:59.000Z

204

Demand Response-Ready Technology Capabilities: A Summary of Multi-Stakeholder Workshop and Survey Perspectives  

Science Conference Proceedings (OSTI)

This technical update describes technology capabilities that support more automated and ubiquitous demand response. It begins by describing the Demand Response-Ready (DR-Ready) concept and related industry activities that support realization of the concept. In the DR-Ready vision, consumers receive DR-Ready end-use products at the point of purchase, thus eliminating the need for utility truck service visits to retrofit equipment and significantly reducing the cost of deploying DR-enabling technologies. ...

2012-04-06T23:59:59.000Z

205

Demand Response-Ready Capabilities Roadmap: A Summary of Multi-Stakeholder Workshop and Survey Perspectives  

Science Conference Proceedings (OSTI)

The report describes a high-level roadmap for premise-level migration towards more automated and ubiquitous demand response. It begins by describing the Demand Response Ready (DR-Ready) concept and related industry activities supporting realization of the concept. In the DR-Ready vision, consumers receive DR-Ready end-use products at the point of purchase, thus eliminating the need for utility truck rolls to retrofit equipment, and thereby significantly reducing costs of deploying DR enabling ...

2012-12-31T23:59:59.000Z

206

DOE G 413.3-4A, Technology Readiness Assessment Guide  

Directives, Delegations, and Requirements

The Guide assists individuals and teams involved in conducting Technology Readiness Assessments (TRAs) and developing Technology Maturation Plans (TMPs) for ...

2011-09-15T23:59:59.000Z

207

CCSI Technology Readiness Levels Likelihood Model (TRL-LM) Users Guide  

Science Conference Proceedings (OSTI)

This is the manual for the Carbon Capture Simulation Initiative (CCSI) Technology Readiness Level Likelihood model based on PNNL velo.

Engel, David W.; Dalton, Angela C.; Sivaramakrishnan, Chandrika; Lansing, Carina

2013-03-26T23:59:59.000Z

208

Semisubmersible LNG plant design uses concrete storage buoy  

SciTech Connect

The ARGE '76 consortium, which includes Bilfinger and Berger, Blohm and Voss A.G., Dyckerhoff and Widmann A.G., Kabelmetal, Linde A.G., and Preussag A.G., has designed a system for exploiting marginal-sized offshore gasfields comprising an LNG liquefaction plant on a steel semisubmersible, a complete transfer system, and a concrete LNG storage buoy with a capacity of 125,000 cu m. The plant can handle 15.36 million cu m/day of natural gas production using a modified mixed refrigerant cycle with precooling from four nearly identical lines of the same capacity. The semisubmersible deck is 124 m square and 12 m deep. Quarters would be built for 160 men. The plant can continue to operate up to an inclination of 5/sup 0/. The storage buoy features a 64 m dia spherical concrete storage tank surrounded by 20 cylindrical ballast tanks. A 10 m dia center column rising from the tank supports a steel deck 20 m above sea level and also houses the transfer and ballast pipes and pumps. A flexible length of Flexwell-LNG transfer pipes 700 m long connects the semisubmersible and the storage tank, which will be 600 m apart.

1978-02-01T23:59:59.000Z

209

Insulating polymer concrete for LNG impounding dikes. [Polymer concretes  

SciTech Connect

An insulating polymer concrete (IPC) composite has been developed under contract to the Gas Research Institute for possible use as a dike insulation material at Liquid Natural Gas (LNG) storage facilities. In the advent of an LNG spill into the impounding dike area, the boiloff rate of the LNG can be substantially reduced if the surfaces of the dike are insulated. This increased safety at the LNG facility will tend to reduce the hazardous explosive mixture with atmospheric air in the surrounding region. The dike insulation material must have a low thermal conductivity and be unaffected by environmental conditions. The IPC composites developed consist of perlite or glass nodule aggregates bound together as a closed cell structure with a polyester resin. In addition to low thermal conductivity and porosity, these composites have correspondingly high strengths and, therefore, can carry transient loads of workmen and maintenance equipment. Prefabricated IPC panels have been installed experimentally and at least one utility is currently considering a complete installation at its LNG facility. 5 refs., 5 tabs.

Fontana, J.J.; Steinberg, M.

1986-03-01T23:59:59.000Z

210

Air leakage of Insulated Concrete Form houses  

E-Print Network (OSTI)

Air leakage has been shown to increase building energy use due to additional heating and cooling loads. Although many construction types have been examined for leakage, an exploration of a large number of Insulated Concrete ...

Durschlag, Hannah (Hanna Rebekah)

2012-01-01T23:59:59.000Z

211

A thermal active restrained shrinkage ring test to study the early age concrete behaviour of massive structures  

Science Conference Proceedings (OSTI)

In massive concrete structures, cracking may occur during hardening, especially if autogenous and thermal strains are restrained. The concrete permeability due to this cracking may rise significantly and thus increase leakage (in tank, nuclear containment...) and reduce the durability. The restrained shrinkage ring test is used to study the early age concrete behaviour (delayed strains evolution and cracking). This test shows, at 20 {sup o}C and without drying, for a concrete mix which is representative of a French nuclear power plant containment vessel (w/c ratio equal to 0.57), that the amplitude of autogenous shrinkage (about 40 {mu}m/m for the studied concrete mix) is not high enough to cause cracking. Indeed, in this configuration, thermal shrinkage is not significant, whereas this is a major concern for massive structures. Therefore, an active test has been developed to study cracking due to restrained thermal shrinkage. This test is an evolution of the classical restrained shrinkage ring test. It allows to take into account both autogenous and thermal shrinkages. Its principle is to create the thermal strain effects by increasing the temperature of the brass ring (by a fluid circulation) in order to expand it. With this test, the early age cracking due to restrained shrinkage, the influence of reinforcement and construction joints have been experimentally studied. It shows that, as expected, reinforcement leads to an increase of the number of cracks but a decrease of crack widths. Moreover, cracking occurs preferentially at the construction joint.

Briffaut, M. [LMT/ENS Cachan/CNRS UMR8535/UPMC/PRES UniverSud Paris, Cachan (France); Institut de radioprotection et de surete nucleaire, Fontenay-aux-Roses (France); Benboudjema, F. [LMT/ENS Cachan/CNRS UMR8535/UPMC/PRES UniverSud Paris, Cachan (France); Torrenti, J.M., E-mail: jean-michel.torrenti@lcpc.f [Universite Paris Est, Laboratoire central des ponts et chaussees, Paris (France); Nahas, G. [LMT/ENS Cachan/CNRS UMR8535/UPMC/PRES UniverSud Paris, Cachan (France); Institut de radioprotection et de surete nucleaire, Fontenay-aux-Roses (France)

2011-01-15T23:59:59.000Z

212

Results from five years of treatability studies using hydraulic binders to stabilize low-level mixed waste at the INEL  

SciTech Connect

This paper summarizes work involving bench-scale solidification of nonincinerable, land disposal restricted low-level mixed waste. Waste forms included liquids, sludges, and solids; treatment techniques included hydraulic systems (Portland cement with and without additives), proprietary commercial formulations, and sulphur polymer cement. Solidification was performed to immobilize hazardous heavy metals (including mercury, lead, chromium, and cadmium), and volatile and semivolatile organic compounds. Pretreatment options for mixed wastes are discussed, using a decision tree based on the form of mixed waste and the type of hazardous constituents. Hundreds of small concrete monoliths were formed for a variety of waste types. The experimental parameters used for the hydraulic concrete systems include the ratio of waste to dry binder (Portland cement, proprietary materials, etc.), the total percentage of water in concrete, and the amount of concrete additives. The only parameter that was used for the sulfur polymer-based monoliths is ratio of waste to binder. Optimum concrete formulations or {open_quotes}recipes{close_quotes} for a given type of waste were derived through this study, as based on results from the Toxicity Characteristic Leaching Procedure analyses and a free liquids test. Overall results indicate that high waste loadings in the concrete can be achieved while the monolithic mass maintains excellent resistance to leaching of heavy metals. In our study the waste loadings in the concrete generally fell within the range of 0.5 to 2.0 kg mixed waste per kg dry binder. Likewise, the most favorable amount of water in concrete, which is highly dependent upon the concrete constituents, was determined to be generally within the range of 300 to 330 g/kg (30-33% by weight). The results of this bench-scale study will find applicability at facilities where mixed or hazardous waste solidification is a planned or ongoing activity. 19 refs., 1 fig., 5 tabs.

Gering, K.L.; Schwendiman, G.L.

1997-05-01T23:59:59.000Z

213

Energy Efficiency Improvement and Cost Saving Oportunities for the Concrete Industry  

E-Print Network (OSTI)

costs. Mechanical concrete reclaimer. Concrete returned tothrough a mechanical reclaimer, able to separate aggregatesobtaining a concrete reclaimer is significant and according

Kermeli, Katerina

2013-01-01T23:59:59.000Z

214

Savannah River Site Salt Waste Processing Facility Technology Readiness Assessment Report  

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

Salt Waste Processing Facility Salt Waste Processing Facility Technology Readiness Assessment Report Kurt D. Gerdes Harry D. Harmon Herbert G. Sutter Major C. Thompson John R. Shultz Sahid C. Smith July 13, 2009 Prepared by the U.S. Department of Energy Washington, D.C. SRS Salt Waste Processing Facility Technology Readiness Assessment July 13, 2009 ii This page intentionally left blank SRS Salt Waste Processing Facility Technology Readiness Assessment July 13, 2009 iii SRS Salt Waste Processing Facility Technology Readiness Assessment July 13, 2009 iii Signatures SRS Salt Waste Processing Facility Technology Readiness Assessment July 13, 2009 iv This page intentionally left blank SRS Salt Waste Processing Facility

215

PROJECTED IMPACT OF SULFATE ATTACK ON THE LONG-TERM PERFORMANCE OF A CONCRETE REPOSITORY  

Science Conference Proceedings (OSTI)

Saltstone is a cementitious waste form made by mixing salt solution originating from liquid waste storage tanks at the DOE Savannah River Site with a dry mix containing blast furnace slag, fly ash, and cement or lime. The wet mix is poured into a concrete repository for on-site disposal. Solidified Saltstone is a dense, alkaline, reducing, micro-porous, monolithic, cementitious matrix, containing a solution of salts within its pore structure. Sodium sulfate concentrations in the pore fluid are around 0.15 mol/L, and external sulfate attack on concrete barriers is expected to occur over time. To predict the long-term performance of concrete repositories, the STADIUM{reg_sign} code was used to simulate the reactive transport processes leading to formation of ettringite, an expansive mineral phase often associated with spalling or cracking. STADIUM{reg_sign} is a multi-ionic transport model based on a split operator approach that separates ionic movement and chemical reactions. Ionic transport is described by the extended Nernst-Planck equation for unsaturated media, and accounts for electrical coupling between ionic species, chemical activity, transport due to water content gradient, and temperature effects. STADIUM{reg_sign} does not predict whether physical damage will occur, or the impact on transport properties should fracturing occur. Thus the presence of ettringite was assumed to coincide with physical damage for the purpose of estimating effective transport properties. Effective properties for concrete barriers were estimated assuming complete hydraulic failure behind the ettringite front and unaltered properties ahead of the front. The ettringite front advances at a rate dependent on the diffusion coefficient assumed for the failed zone. A sensitivity study indicates a service life ranging from thousands to tens of thousands of years, depending on the barrier thickness and sulfate exposure conditions among other factors.

Flach, G.

2009-12-11T23:59:59.000Z

216

The Valles Caldera is ready for its close-up  

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

January 2013 » January 2013 » The Valles Caldera Is Ready For Its Close-up Community Connections: Our link to Northern New Mexico Communities Latest Issue:Dec. 2013 - Jan. 2014 All Issues » submit The Valles Caldera is ready for its close-up The first of three documentaries on the Valles Caldera could air on the local Public Broadcasting System as soon as January. January 1, 2013 dummy image Read our archives Contacts Editor Linda Anderman Email Community Programs Office Kurt Steinhaus Email The piece explores the potential impact of climate change and the 2011 Los Conchas fire on the sensitive ecosystem in the area. The first of three documentaries on the Valles Caldera could air on the local Public Broadcasting System (KNME) as soon as January. The piece, called Valles Caldera: The Science, explores the potential impact of

217

Planning and Conduct of Operational Readiness Reviews (ORR)  

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

DOE-STD-3006-2000 DOE-STD-3006-2000 June 2000 Superseding DOE-STD-3006-95 November 1995 DOE STANDARD PLANNING AND CONDUCT OF OPERATIONAL READINESS REVIEWS (ORR) U.S. Department of Energy AREA OPER Washington, D.C. 20585 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. NOT MEASUREMENT SENSITIVE This document has been reproduced directly from the best available copy. Available to DOE and DOE contractors from ES&H Technical Information Services, U.S. Department of Energy, (800) 473-4375, fax: (301) 903-9823 Available to the public from the U.S. Department of Commerce, Technology Administration, National Technical Information Service, Springfield, VA 22161; (703) 605-6000. DOE-STD-3006-2000 iii PLANNING AND CONDUCT OF OPERATIONAL READINESS REVIEWS (ORR)

218

Sandia National Laboratories' Readiness in Technical Base and Facilities Program  

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

Sandia National Laboratories' Sandia National Laboratories' Readiness in Technical Base and Facilities Program OAS-L-13-13 September 2013 Department of Energy Washington, DC 20585 September 5, 2013 MEMORANDUM FOR THE MANAGER, SANDIA FIELD OFFICE FROM: David Sedillo, Director Western Audits Division Office of Inspector General SUBJECT: INFORMATION: Audit Report on "Sandia National Laboratories' Readiness in Technical Base and Facilities Program" BACKGROUND The Department of Energy's (Department) Sandia National Laboratories (Sandia) is a Government-owned, contractor operated Laboratory that is part of the National Nuclear Security Administration's (NNSA) nuclear weapons complex. One of Sandia's key missions is to ensure the safety, reliability and performance of the Nation's nuclear weapons stockpile. To accomplish

219

DOE Challenge Home Consolidated Renewable Energy Ready Checklist  

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

Consolidated Consolidated Renewable Energy Ready Checklist DOE Challenge Home National Program Requirements Mandatory Requirement 7 (Renewable Ready) shall be met by any home certified under the DOE Challenge Home program, only where all three conditions of the following conditions are met: 1. Location, based on zip code has at least 5 kWh/m 2 /day average daily solar radiation based on annual solar insolation using PVWatts online tool: http://gisatnrel.nrel.gov/PVWatts_Viewer/index.html AND; 2. Location does not have significant natural shading (e.g., trees, tall buildings on the south- facing roof, AND; 3. Home as designed has adequate free roof area within +/-45° of true south as noted in the table below. Note that in some cases a house may have insufficient roof area for the Solar

220

Marine and Hydrokinetic Technology Readiness Level | Open Energy  

Open Energy Info (EERE)

Marine and Hydrokinetic Technology Readiness Level Marine and Hydrokinetic Technology Readiness Level Jump to: navigation, search << Return to the MHK database homepage This field indicates the stage of development/deployment that technologies, which are undergoing partial or full-scale device testing, are currently in. Contents 1 TRL 1-3: Discovery / Concept Definition / Early Stage Development, Design, and Engineering 2 TRL 4: Proof of Concept 3 TRL 5/6: System Integration and Technology Laboratory Demonstration 4 TRL 7/8: Open Water System Testing, Demonstration, and Operation 5 TRL 9: Commercial-Scale Production / Application TRL 1-3: Discovery / Concept Definition / Early Stage Development, Design, and Engineering The purpose of this stage is to evaluate, to the largest extent possible, the scientific or technical merit and feasibility of ideas that appear to

Note: This page contains sample records for the topic "ready mix concrete" 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

OECD 2-D Core Concrete Interaction (CCI) tests : CCI-2 test plan, Rev. 0 January 31, 2004.  

Science Conference Proceedings (OSTI)

The Melt Attack and Coolability Experiments (MACE) program addressed the issue of the ability of water to cool and thermally stabilize a molten core-concrete interaction when the reactants are flooded from above. These tests provided data regarding the nature of corium interactions with concrete, the heat transfer rates from the melt to the overlying water pool, and the role of noncondensable gases in the mixing processes that contribute to melt quenching. As a follow-on program to MACE, The Melt Coolability and Concrete Interaction Experiments (MCCI) project is conducting reactor material experiments and associated analysis to achieve the following objectives: (1) resolve the ex-vessel debris coolability issue through a program that focuses on providing both confirmatory evidence and test data for the coolability mechanisms identified in MACE integral effects tests, and (2) address remaining uncertainties related to long-term two-dimensional molten core-concrete interactions under both wet and dry cavity conditions. Achievement of these two program objectives will demonstrate the efficacy of severe accident management guidelines for existing plants, and provide the technical basis for better containment designs for future plants. In terms of satisfying these objectives, the Management Board (MB) approved the conduct of two long-term 2-D Core-Concrete Interaction (CCI) experiments designed to provide information in several areas, including: (i) lateral vs. axial power split during dry core-concrete interaction, (ii) integral debris coolability data following late phase flooding, and (iii) data regarding the nature and extent of the cooling transient following breach of the crust formed at the melt-water interface. The first of these two tests, CCI-1, was conducted on December 19, 2003. This test investigated the interaction of a fully oxidized 400 kg PWR core melt, initially containing 8 wt % calcined siliceous concrete, with a specially designed two-dimensional siliceous concrete test section with an initial cross-sectional area of 50 cm x 50 cm. The second of these two planned tests, CCI-2, will be conducted with a nearly identical test facility and experiment boundary conditions, but with a Limestone/Common Sand (LCS) concrete test section to investigate the effect of concrete type on the two-dimensional core-concrete interaction and debris cooling behavior. The objective of this report is to provide the overall test plan for CCI-2 to enable pretest calculations to be carried out. The report begins by providing a summary description of the CCI-2 test apparatus, followed by a description of the planned test operating procedure. Overall specifications for CCI-2 are provided in Table 1-1.

Farmer, M. T.; Kilsdonk, D. J.; Lomperski, S.; Aeschlimann, R. W.; Basu, S. (Nuclear Engineering Division)

2011-05-23T23:59:59.000Z

222

Nuclear Concrete Materials Database Phase I Development  

Science Conference Proceedings (OSTI)

The FY 2011 accomplishments in Phase I development of the Nuclear Concrete Materials Database to support the Light Water Reactor Sustainability Program are summarized. The database has been developed using the ORNL materials database infrastructure established for the Gen IV Materials Handbook to achieve cost reduction and development efficiency. In this Phase I development, the database has been successfully designed and constructed to manage documents in the Portable Document Format generated from the Structural Materials Handbook that contains nuclear concrete materials data and related information. The completion of the Phase I database has established a solid foundation for Phase II development, in which a digital database will be designed and constructed to manage nuclear concrete materials data in various digitized formats to facilitate electronic and mathematical processing for analysis, modeling, and design applications.

Ren, Weiju [ORNL; Naus, Dan J [ORNL

2012-05-01T23:59:59.000Z

223

A STUDY OF THE EFFECTS OF POST-COMBUSTION AMMONIA INJECTION ON FLY ASH QUALITY: CHARACTERIZATION OF AMMONIA RELEASE FROM CONCRETE AND MORTARS CONTAINING FLY ASH AS A POZZOLANIC ADMIXTURE  

SciTech Connect

The Clean Air Act Amendments of 1990 require large reductions in emissions of NO{sub x} from coal-fired electric utility boilers. This will necessitate the use of ammonia injection, such as in selective catalytic reduction (SCR), in many power plants, resulting in the deposition of ammonia on the fly ash. The presence of ammonia could create a major barrier to fly ash utilization in concrete because of odor concerns. Although there have been limited studies of ammonia emission from concrete, little is known about the quantity of ammonia emitted during mixing and curing, and the kinetics of ammonia release. This is manifested as widely varying opinions within the concrete and ash marketing industry regarding the maximum acceptable levels of ammonia in fly ash. Therefore, practical guidelines for using ammoniated fly ash are needed in advance of the installation of many more SCR systems. The goal of this project was to develop practical guidelines for the handling and utilization of ammoniated fly ash in concrete, in order to prevent a decrease in the use of fly ash for this application. The objective was to determine the amount of ammonia that is released, over the short- and long-term, from concrete that contains ammoniated fly ash. The technical approach in this project was to measure the release of ammonia from mortar and concrete during mixing, placement, and curing. Work initially focused on laboratory mortar experiments to develop fundamental data on ammonia diffusion characteristics. Larger-scale laboratory experiments were then conducted to study the emission of ammonia from concrete containing ammoniated fly ash. The final phase comprised monitoring ammonia emissions from large concrete slabs. The data indicated that, on average, 15% of the initial ammonia was lost from concrete during 40 minutes of mixing, depending on the mix proportions and batch size. Long-term experiments indicated that ammonia diffusion from concrete was relatively slow, with greater than 50% of the initial ammonia content remaining in an 11cm thick concrete slab after 1 month. When placing concrete in an enclosed space, with negligible ventilation, it is recommended that the ammonia concentration in the concrete mix water should not exceed 110 mg NH{sub 3}/L, if the NIOSH exposure limit of 25 ppm in the air is not to be exceeded. If even a modicum of ventilation is present, then the ammonia concentration in the concrete water should be less than 170 mg/L. The maximum level of ammonia in the fly ash can then be calculated using these limits if the concrete mix proportions are known. In general, during the mixing and placement of ammonia-laden concrete, no safety concerns were encountered. The only location where the ammonia concentration attained high levels (i.e. > 25 ppm in the air) was within the concrete mixing drum.

Robert F. Rathbone; Thomas L. Robl

2002-10-30T23:59:59.000Z

224

TRANSPORT THROUGH CRACKED CONCRETE: LITERATURE REVIEW  

SciTech Connect

Concrete containment structures and cement-based fills and waste forms are used at the Savannah River Site to enhance the performance of shallow land disposal systems designed for containment of low-level radioactive waste. Understanding and measuring transport through cracked concrete is important for describing the initial condition of radioactive waste containment structures at the Savannah River Site (SRS) and for predicting performance of these structures over time. This report transmits the results of a literature review on transport through cracked concrete which was performed by Professor Jason Weiss, Purdue University per SRR0000678 (RFP-RQ00001029-WY). This review complements the NRC-sponsored literature review and assessment of factors relevant to performance of grouted systems for radioactive waste disposal. This review was performed by The Center for Nuclear Waste Regulatory Analyses, San Antonio, TX, and The University of Aberdeen, Aberdeen Scotland and was focused on tank closure. The objective of the literature review on transport through cracked concrete was to identify information in the open literature which can be applied to SRS transport models for cementitious containment structures, fills, and waste forms. In addition, the literature review was intended to: (1) Provide a framework for describing and classifying cracks in containment structures and cementitious materials used in radioactive waste disposal, (2) Document the state of knowledge and research related to transport through cracks in concrete for various exposure conditions, (3) Provide information or methodology for answering several specific questions related to cracking and transport in concrete, and (4) Provide information that can be used to design experiments on transport through cracked samples and actual structures.

Langton, C.

2012-05-11T23:59:59.000Z

225

Maintenance-based design of concrete parking structures  

E-Print Network (OSTI)

The purpose of this study is to determine what type of preventative maintenance for a concrete parking structure will produce the maximum economic benefit. Existing models for concrete deterioration are analyzed for their ...

Stoakes, Christopher D. (Christopher David)

2007-01-01T23:59:59.000Z

226

Set in stone? A perspective on the concrete sustainability challenge  

E-Print Network (OSTI)

As the most abundant engineered material on Earth, concrete is essential to the physical infrastructure of all modern societies. There are no known materials that can replace concrete in terms of cost and availability. ...

Vliet, Krystyn Van J.

227

Material flow analysis of concrete in the United States  

E-Print Network (OSTI)

Concrete is the second most consumed material in the world after water. Due to the sheer mass of concrete consumed annually and its associated resource and environmental impacts, improving the materials management of ...

Low, Man-Shi

2005-01-01T23:59:59.000Z

228

The Complexity of Description Logics with Concrete Domains  

E-Print Network (OSTI)

of Concrete Domains . . . . . . . . . . . . . . . . . . . . . . 31 2.4.1 Unary Concrete Domains and ALCf Domains . . . . . . . . . . . . . . . . . . . 36 3 Reasoning with ALCF(D) 41 3.1 Concept Satis#12;ability: ALCF . . . . . . . . . . . . . . . . . . . . . . . . 78 4.3 The Upper Bound

Baader, Franz

229

The Complexity of Description Logics with Concrete Domains  

E-Print Network (OSTI)

of Concrete Domains . . . . . . . . . . . . . . . . . . . . . . 31 2.4.1 Unary Concrete Domains and ALCf Domains . . . . . . . . . . . . . . . . . . . 36 3 Reasoning with ALCF(D) 41 3.1 Concept Satisfiability: ALCF . . . . . . . . . . . . . . . . . . . . . . . . 78 4.3 The Upper Bound

Baader, Franz

230

NEXPTIME-Complete Description Logics with Concrete Domains  

Science Conference Proceedings (OSTI)

Concrete domains are an extension of Description Logics (DLs) allowing to integrate reasoning about conceptual knowledge with reasoning about "concrete properties" of objects such as sizes, weights, and durations. It is known that reasoning with ALC(D), ...

Carsten Lutz

2001-06-01T23:59:59.000Z

231

Chloride-Exposed Steel-Reinforced Concrete Service Life ...  

Science Conference Proceedings (OSTI)

Chloride-Exposed Steel-Reinforced Concrete Service Life Prediction Program. Description/Summary: (Return to Cement ...

2013-06-11T23:59:59.000Z

232

Predicting the Permeability of Pervious Concretes from Planar ...  

Science Conference Proceedings (OSTI)

... Permeability predictions for sand- clogged Portland cement pervious concrete pavement systems, Journal of Environmental Management 81, 42 ...

2009-05-26T23:59:59.000Z

233

Best Practices Guide for High-Volume Fly Ash Concretes:  

Science Conference Proceedings (OSTI)

... Concrete Mixtures [7]. This online, interactive tool provides guidelines ... cement type (alkali level), opening time requirements, and paving weather. ...

2013-09-19T23:59:59.000Z

234

Development of high integrity, maximum durability concrete structures for LLW disposal facilities  

SciTech Connect

A number of disposal facilities for Low-Level Radioactive Wastes have been planned for the Savannah River Site. Design has been completed for disposal vaults for several waste classifications and construction is nearly complete or well underway on some facilities. Specific design criteria varies somewhat for each waste classification. All disposal units have been designed as below-grade concrete vaults, although the majority will be above ground for many years before being encapsulated with earth at final closure. Some classes of vaults have a minimum required service life of 100 years. All vaults utilize a unique blend of cement, blast furnace slag and pozzolan. The design synthesizes the properties of the concrete mix with carefully planned design details and construction methodologies to (1) eliminate uncontrolled cracking; (2) minimize leakage potential; and (3) maximize durability. The first of these vaults will become operational in 1992. 9 refs.

Taylor, W.P. [Main (Charles T.), Inc., Charlotte, NC (United States)

1992-05-01T23:59:59.000Z

235

Development of high integrity, maximum durability concrete structures for LLW disposal facilities  

SciTech Connect

A number of disposal facilities for Low-Level Radioactive Wastes have been planned for the Savannah River Site. Design has been completed for disposal vaults for several waste classifications and construction is nearly complete or well underway on some facilities. Specific design criteria varies somewhat for each waste classification. All disposal units have been designed as below-grade concrete vaults, although the majority will be above ground for many years before being encapsulated with earth at final closure. Some classes of vaults have a minimum required service life of 100 years. All vaults utilize a unique blend of cement, blast furnace slag and pozzolan. The design synthesizes the properties of the concrete mix with carefully planned design details and construction methodologies to (1) eliminate uncontrolled cracking; (2) minimize leakage potential; and (3) maximize durability. The first of these vaults will become operational in 1992. 9 refs.

Taylor, W.P. (Main (Charles T.), Inc., Charlotte, NC (United States))

1992-01-01T23:59:59.000Z

236

Investigation on Lightweight High-Volume Fly Ash Concrete  

Science Conference Proceedings (OSTI)

This report presents the results of a study that developed an engineering data base on HVFA lightweight concrete. The investigation also identified potential problems that might be experienced in commercializing lightweight concrete production. The study was based on the use of high volume flyash (HVFA) in the concrete process.

1997-03-26T23:59:59.000Z

237

Center for By-Products Utilization Sustainable Concrete with  

E-Print Network (OSTI)

-Products Utilization Geopolymer Concrete (GPC) · Proposed by Devidovits (1994) is an upcoming technology-friendly and sustainable. #12;Center for By-Products Utilization Geopolymer Concrete (cont'd) · Industrial byCenter for By-Products Utilization Sustainable Concrete with Industrial and Post-Consumer By

Saldin, Dilano

238

Reinforced concrete perforation and penetration simulation using AUTODYN-3D  

Science Conference Proceedings (OSTI)

3D hydrocode simulation on the perforation and penetration of reinforced concrete target has been performed. The simulation aims to examine the influence of the following constitutive models for concrete on a projectile's residual velocity: (1) constant-yield ... Keywords: Constitutive model, Hydrocode, Perforation, Projectile, Reinforced concrete

C. Y. Tham

2005-08-01T23:59:59.000Z

239

NEXP TIME-complete description logics with concrete domains  

Science Conference Proceedings (OSTI)

Concrete domains are an extension of Description Logics (DLs) that allow one to integrate reasoning about conceptual knowledge with reasoning about "concrete qualities" of real-world entities such as their sizes, weights, and durations. In this article, ... Keywords: Computational complexity, NExpTime-completeness, concrete domains, description logic, domino problem, post correspondence problem

Carsten Lutz

2004-10-01T23:59:59.000Z

240

Numerical simulations of oblique penetration into reinforced concrete targets  

Science Conference Proceedings (OSTI)

A dynamic constitutive model based on the tensile and the compressive damage models for concrete was developed and implemented into the three-dimensional finite element code, LS-DYNA. Numerical simulations of oblique penetration into reinforced concrete ... Keywords: Dynamic damage model, Numerical simulation, Oblique penetration, Reinforced concrete

Yan Liu; Fenglei Huang; Aie Ma

2011-04-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Predict strength of rubberized concrete using atrificial neural network  

Science Conference Proceedings (OSTI)

In this paper, behaviour of rubberized concrete was modelled using artificial neural network ANN and obtained results were compared to experimental data. Experimental test include recycling 5, 10, 15 and 20% percentage of concrete aggregate with different ... Keywords: artificial neural network, multi linear regression, root mean square, rubberized concrete

A. Abdollahzadeh; R. Masoudnia; S. Aghababaei

2011-02-01T23:59:59.000Z

242

A plastic damage approach for confined concrete  

Science Conference Proceedings (OSTI)

There are many situations in which it is necessary to increase the capacity of structures in use. This need maybe either for a change of use or because the structures have suffered some damage or have shown little resistance in case of extreme loads ... Keywords: Concrete, Confinement, Damage, Dilation, Fiber reinforced composites, Plasticity

B. M. Luccioni; V. C. Rougier

2005-10-01T23:59:59.000Z

243

Nuclear waste package fabricated from concrete  

Science Conference Proceedings (OSTI)

After the United States enacted the Nuclear Waste Policy Act in 1983, the Department of Energy must design, site, build and operate permanent geologic repositories for high-level nuclear waste. The Department of Energy has recently selected three sites, one being the Hanford Site in the state of Washington. At this particular site, the repository will be located in basalt at a depth of approximately 3000 feet deep. The main concern of this site, is contamination of the groundwater by release of radionuclides from the waste package. The waste package basically has three components: the containment barrier (metal or concrete container, in this study concrete will be considered), the waste form, and other materials (such as packing material, emplacement hole liners, etc.). The containment barriers are the primary waste container structural materials and are intended to provide containment of the nuclear waste up to a thousand years after emplacement. After the containment barriers are breached by groundwater, the packing material (expanding sodium bentonite clay) is expected to provide the primary control of release of radionuclide into the immediate repository environment. The loading conditions on the concrete container (from emplacement to approximately 1000 years), will be twofold; (1) internal heat of the high-level waste which could be up to 400/sup 0/C; (2) external hydrostatic pressure up to 1300 psi after the seepage of groundwater has occurred in the emplacement tunnel. A suggested container is a hollow plain concrete cylinder with both ends capped. 7 refs.

Pfeiffer, P.A.; Kennedy, J.M.

1987-03-01T23:59:59.000Z

244

Safety Concrete Principal Investigators: Hamlin Jennings  

E-Print Network (OSTI)

is to minimize casualties from large fragments of concrete propelled by a vehicle bomb detonated outside TO REDUCE BLAST-RELATED CASUALTIES Edward F. O'Neil, Hamlin Jennings, Jeffrey Thomas, Weiguo Shen, Toney materials. Jeffrey Thomas is a Professor of Civil Engineering whose primary research interest is the atomic

245

Types and Causes of Concrete Degradation  

Science Conference Proceedings (OSTI)

Table 2   Chemicals that deteriorate concrete...butter (a) Coconut oil (a) Cottonseed oil (a) Fish liquor (b) Mustard oil (a) Perchloric acid, 10% Potassium dichromate Potassium hydroxide (>20%) Rapeseed oil (a) Slaughterhouse waste (c) Sodium bisulfate Sodium bisulfite Sodium hydroxide (>20%) Sulfite liquor Sulfuric acid, 80% oleum (a) Tanning...

246

Morocco-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Morocco-The World Bank Partnership for Market Readiness (PMR) Morocco-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Morocco-The World Bank Partnership for Market Readiness (PMR) Name Morocco-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

247

Mexico-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Mexico-The World Bank Partnership for Market Readiness (PMR) Mexico-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Mexico-The World Bank Partnership for Market Readiness (PMR) Name Mexico-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

248

Colombia-The World Bank Partnership for Market Readiness (PMR) | Open  

Open Energy Info (EERE)

Colombia-The World Bank Partnership for Market Readiness (PMR) Colombia-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Colombia-The World Bank Partnership for Market Readiness (PMR) Name Colombia-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

249

Brazil-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Brazil-The World Bank Partnership for Market Readiness (PMR) Brazil-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Brazil-The World Bank Partnership for Market Readiness (PMR) Name Brazil-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

250

Thailand-The World Bank Partnership for Market Readiness (PMR) | Open  

Open Energy Info (EERE)

Thailand-The World Bank Partnership for Market Readiness (PMR) Thailand-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Thailand-The World Bank Partnership for Market Readiness (PMR) Name Thailand-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

251

China-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

China-The World Bank Partnership for Market Readiness (PMR) China-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: China-The World Bank Partnership for Market Readiness (PMR) Name China-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

252

India-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

India-The World Bank Partnership for Market Readiness (PMR) India-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: India-The World Bank Partnership for Market Readiness (PMR) Name India-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

253

Ukraine-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Ukraine-The World Bank Partnership for Market Readiness (PMR) Ukraine-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Ukraine-The World Bank Partnership for Market Readiness (PMR) Name Ukraine-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

254

Chile-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Chile-The World Bank Partnership for Market Readiness (PMR) Chile-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Chile-The World Bank Partnership for Market Readiness (PMR) Name Chile-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

255

Vietnam-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Vietnam-The World Bank Partnership for Market Readiness (PMR) Vietnam-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Vietnam-The World Bank Partnership for Market Readiness (PMR) Name Vietnam-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

256

Measuring Market Power in the Ready-to-Eat Cereal Industry  

E-Print Network (OSTI)

the American Automobile Industry, Journal of Econometrics,Empirical Methods for Industries with Market Power, in R.Ready-to-eat Breakfast Cereal Industry in 1994 (A), Harvard

Nevo, Aviv

1999-01-01T23:59:59.000Z

257

TransForum v6n1 - Market-Ready Hydrogen Sensor Promises "Ultra...  

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

sensors discovered at Argonne are true examples of a ready-for-market product of nanotechnology. "Our discovery is an enabling technology that will provide a fundamental safety...

258

Jordan-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Jordan-The World Bank Partnership for Market Readiness (PMR) Jordan-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Jordan-The World Bank Partnership for Market Readiness (PMR) Name Jordan-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

259

Indonesia-The World Bank Partnership for Market Readiness (PMR) | Open  

Open Energy Info (EERE)

Indonesia-The World Bank Partnership for Market Readiness (PMR) Indonesia-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Indonesia-The World Bank Partnership for Market Readiness (PMR) Name Indonesia-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

260

Turkey-The World Bank Partnership for Market Readiness (PMR) | Open Energy  

Open Energy Info (EERE)

Turkey-The World Bank Partnership for Market Readiness (PMR) Turkey-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Turkey-The World Bank Partnership for Market Readiness (PMR) Name Turkey-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

Note: This page contains sample records for the topic "ready mix concrete" 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

Implementation Plan and Initial Development of Nuclear Concrete Materials  

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

Implementation Plan and Initial Development of Nuclear Concrete Implementation Plan and Initial Development of Nuclear Concrete Materials Database for Light Water Reactor Sustainability Program Implementation Plan and Initial Development of Nuclear Concrete Materials Database for Light Water Reactor Sustainability Program The FY10 activities for development of a nuclear concrete materials database to support the Light Water Reactor Sustainability Program are summarized. The database will be designed and constructed using the ORNL materials database infrastructure established for the Gen IV Materials Handbook to achieve cost reduction and development efficiency. In Phase I, a static database will be developed to manage searchable documents from the Structural Materials Handbook that contains information on nuclear concrete

262

Implementation Plan and Initial Development of Nuclear Concrete Materials  

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

Implementation Plan and Initial Development of Nuclear Concrete Implementation Plan and Initial Development of Nuclear Concrete Materials Database for Light Water Reactor Sustainability Program Implementation Plan and Initial Development of Nuclear Concrete Materials Database for Light Water Reactor Sustainability Program The FY10 activities for development of a nuclear concrete materials database to support the Light Water Reactor Sustainability Program are summarized. The database will be designed and constructed using the ORNL materials database infrastructure established for the Gen IV Materials Handbook to achieve cost reduction and development efficiency. In Phase I, a static database will be developed to manage searchable documents from the Structural Materials Handbook that contains information on nuclear concrete

263

Concrete decontamination by Electro-Hydraulic Scabbling (EHS)  

SciTech Connect

EHS is being developed for decontaminating concrete structures from radionuclides, organic substances, and hazardous metals. EHS involves the generation of powerful shock waves and intense cavitation by a strong pulsed electric discharge in a water layer at the concrete surface; high impulse pressure results in stresses which crack and peel off a concrete layer of controllable thickness. Scabbling produces contaminated debris of relatively small volume which can be easily removed, leaving clean bulk concrete. Objective of Phase I was to prove the technical feasibility of EH for controlled scabbling and decontamination of concrete. Phase I is complete.

NONE

1994-11-01T23:59:59.000Z

264

Advanced Mixing Models  

Propose mixing indicators. Turbulence kinetic energy ... (Turbulence intensity observed at Point 8 in Tank B & C) Advanced Mixing Models. Computational Sciences. 13.

265

Final Report on HOLODEC 2 Technology Readiness Level  

Science Conference Proceedings (OSTI)

During the period of this project, the Holographic Detector for Clouds 2 (HOLODEC 2) instrument has advanced from a laboratory-proven instrument with some initial field testing to a fully flight-tested instrument capable of providing useful cloud microphysics measurements. This can be summarized as 'Technology Readiness Level 8: Technology is proven to work - Actual technology completed and qualified through test and demonstration.' As part of this project, improvements and upgrades have been made to the optical system, the instrument power control system, the data acquisition computer, the instrument control software, the data reconstruction and analysis software, and some of the basic algorithms for estimating basic microphysical variables like droplet diameter. Near the end of the project, the instrument flew on several research flights as part of the IDEAS 2011 project, and a small sample of data from the project is included as an example. There is one caveat in the technology readiness level stated above: the upgrades to the instrument power system were made after the flight testing, so they are not fully field proven. We anticipate that there will be an opportunity to fly the instrument as part of the IDEAS project in fall 2012.

Shaw, RA; Spuler, SM; Beals, M; Black, N; Fugal, JP; Lu, L

2012-06-18T23:59:59.000Z

266

Financing Capture Ready Coal-Fired Power Plants in China by Issuing Capture Options  

E-Print Network (OSTI)

Financing Capture Ready Coal-Fired Power Plants in China by Issuing Capture Options Xi Liang, Jia Li, Jon Gibbons and David Reiner December 2007 EPRG 0728 & CWPE 0761 #12;FINANCING CAPTURE READY COAL supercritical pulverized coal power plant in China, using a cash flow model with Monte-Carlo simulations

Aickelin, Uwe

267

E-government readiness: from the design table to the grass roots  

Science Conference Proceedings (OSTI)

e-Government generally refers to the government's use of information technologies (such as LANs, WANs, the Internet, Intranet, and mobile computing) to exchange information and services with citizens, businesses, general public and other arms of government. ... Keywords: ICT, digital divide, e-governance, e-government, e-government readiness, e-readiness

Hakikur Rahman

2007-12-01T23:59:59.000Z

268

Using time-driven activity-based costing to manage digital forensic readiness in large organisations  

Science Conference Proceedings (OSTI)

A digital forensic readiness (DFR) programme consists of a number of activities that should be chosen and managed with respect to cost constraints and risk. Traditional cost systems, however, can not provide the cost of individual activities. This makes ... Keywords: Cost management, Digital forensic readiness, Forensics management, Time-driven activity-based costing

K. Reddy; H. S. Venter; M. S. Olivier

2012-12-01T23:59:59.000Z

269

Reasoning with Concrete Domains Carsten Lutz  

E-Print Network (OSTI)

and fea­ ture disagreement. This leads to the new logic ALCF(D), which combines ALC(D) with the logic ALCF problems for the logic ALCF(D) are given. Furthermore, the complexity of rea­ soning with ALCF(D) is formally analyzed. Since reason­ ing with ALCF(D) involves a satisfiability check for the concrete domain

Baader, Franz

270

A Review of the World Bank Forest Carbon Partnership Facility Readiness  

Open Energy Info (EERE)

Page Page Edit with form History Facebook icon Twitter icon » A Review of the World Bank Forest Carbon Partnership Facility Readiness Preparation Proposals Jump to: navigation, search Tool Summary Name: A Review of the World Bank Forest Carbon Partnership Facility Readiness Preparation Proposals Agency/Company /Organization: World Resources Institute Sector: Land Focus Area: Forestry Topics: Implementation, Policies/deployment programs Resource Type: Lessons learned/best practices Website: pdf.wri.org/working_papers/getting_ready_2010-07-13.pdf A Review of the World Bank Forest Carbon Partnership Facility Readiness Preparation Proposals Screenshot References: A Review of R-PP[1] This working paper is part of a series of regular updates reviewing the Readiness Preparation Proposals (R-PPs) submitted by REDD+ Country

271

Experimental assessment of air permeability in a concrete shear wall subjected to simulated seismic loading  

Science Conference Proceedings (OSTI)

A safety concern for the proposed Special Nuclear Materials Laboratory (SNML) facility at the Los Alamos National Laboratory was air leakage from the facility if it were to experience a design basis earthquake event. To address this concern, a study was initiated to estimate air leakage, driven by wind-generated pressure gradients, from a seismically damaged concrete structure. This report describes a prototype experiment developed and performed to measure the air permeability in a reinforced concrete shear wall, both before and after simulated seismic loading. A shear wall test structure was fabricated with standard 4000-psi concrete mix. Static load-cycle testing was used to simulate earthquake loading. Permeability measurements were made by pressurizing one side of the shear wall above atmospheric conditions and recording the transient pressure decay. As long as the structure exhibited linear load displacement response, no variation in the air permeability was detected. However, experimental results indicate that the air permeability in the shear wall increased by a factor of 40 after the wall had been damaged (cracked). 17 figs., 8 tabs.

Girrens, S.P.; Farrar, C.R.

1991-07-01T23:59:59.000Z

272

Radionuclide Retention in Concrete Waste Forms  

Science Conference Proceedings (OSTI)

Assessing long-term performance of Category 3 waste cement grouts for radionuclide encasement requires knowledge of the radionuclide-cement interactions and mechanisms of retention (i.e., sorption or precipitation); the mechanism of contaminant release; the significance of contaminant release pathways; how waste form performance is affected by the full range of environmental conditions within the disposal facility; the process of waste form aging under conditions that are representative of processes occurring in response to changing environmental conditions within the disposal facility; the effect of waste form aging on chemical, physical, and radiological properties; and the associated impact on contaminant release. This knowledge will enable accurate prediction of radionuclide fate when the waste forms come in contact with groundwater. The information presented in the report provides data that 1) quantify radionuclide retention within concrete waste form materials similar to those used to encapsulate waste in the Low-Level Waste Burial Grounds (LLBG); 2) measure the effect of concrete waste form properties likely to influence radionuclide migration; and 3) quantify the stability of uranium-bearing solid phases of limited solubility in concrete.

Mattigod, Shas V.; Bovaird, Chase C.; Wellman, Dawn M.; Wood, Marcus I.

2010-09-30T23:59:59.000Z

273

Mobile RNA is Poised and Ready | Advanced Photon Source  

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

Glass Does a Double-Take Glass Does a Double-Take Welcoming a New Family of Superconductors A Lensless X-ray Camera for Nanoscale Materials and Biological Specimens The Collagen Protein Viewed at Unprecedented Detail Assembling Nanoparticles the Easy DNA-Way Science Highlights Archives: 2013 | 2012 | 2011 | 2010 2009 | 2008 | 2007 | 2006 2005 | 2004 | 2003 | 2002 2001 | 2000 | 1998 | Subscribe to APS Science Highlights rss feed Mobile RNA is Poised and Ready APRIL 10, 2008 Bookmark and Share Ribbon representation of the group II splicing intron. To see a 360° rotation of the recently solved O. iheyensis IIC intron crystal structure, click here (credit: Kevin Keating). A new picture of a genetic parasite isolated from a deep-sea bacterium is helping researchers see how certain specialized segments of RNA escape from

274

Carbon Characterization Laboratory Readiness to Receive Irradiated Graphite Samples  

SciTech Connect

The Carbon Characterization Laboratory (CCL) is located in Labs C19 and C20 of the Idaho National Laboratory Research Center. The CCL was established under the Next Generation Nuclear Plant Project to support graphite and ceramic composite research and development activities. The research conducted in this laboratory will support the Advanced Graphite Creep experimentsa major series of material irradiation experiments within the Next Generation Nuclear Plant Graphite program. The CCL is designed to characterize and test low activated irradiated materials such as high purity graphite, carbon-carbon composites, silicon-carbide composite, and ceramic materials. The laboratory is fully capable of characterizing material properties for both irradiated and nonirradiated materials. Major infrastructural modifications were undertaken to support this new radiological facility at Idaho National Laboratory. Facility modifications are complete, equipment has been installed, radiological controls and operating procedures have been established and work management documents have been created to place the CCL in readiness to receive irradiated graphite samples.

Karen A. Moore

2011-05-01T23:59:59.000Z

275

Demand Response-Ready End-Use Devices: Guiding Principles for Defining Criteria to Support Grid Needs  

Science Conference Proceedings (OSTI)

This report describes technology capabilities that support more automated and ubiquitous demand response. It reviews the Demand ResponseReady (DR-Ready) concept and related industry activities that support realization of the concept. In the DR-Ready vision, consumers receive DR-Ready end-use products at the point of purchase, thus eliminating the need for utility truck service visits to retrofit equipment, and thereby significantly reducing the cost of deploying DR-enabling ...

2013-12-21T23:59:59.000Z

276

Glass notes  

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

Saving Energy in Ready Mixed Concrete Production An ENERGY STAR Quick Guide for Managing Energy August 2013 ENERGY STAR is a U.S. Environmental Protection Agency Program helping...

277

Environmental and Corrosion Effects on Reinforced Concrete Foundations  

Science Conference Proceedings (OSTI)

The large number of transmission structures with concrete foundations that the electric industry maintains makes it important to develop efficient ways to monitor their condition and remediate damage, especially since the largest population of concrete foundations is 20-40 years old; and almost 40 of foundations are more than 40 years old. This report discusses the environmental and corrosion effects that affect steel-reinforced concrete foundations, including problems caused by poor construction, freezi...

2011-12-22T23:59:59.000Z

278

Evaluation of sustainable high-volume fly ash concretes  

Science Conference Proceedings (OSTI)

... All rights reserved. ... and by the concrete mixture proportions; in this scenario, one key con- crete material property is the energy generated within the ...

2013-08-09T23:59:59.000Z

279

Guidelines for identification of concrete in a materials property database  

SciTech Connect

Guidelines for the identification of concrete in a materials property database are presented to address the complex problem of distinguishing one concrete from another. These guidelines are based on a logical scheme for systematically organizing and subdividing data and information about concrete and its constituents; they reflect consensus recommendations for a multilevel material description and designation system. Aspects of the guidelines include a classification system used to establish a series of primary identifiers, methods for reporting constituent information and mixture proportions, fields describing the source of the concrete and its processing history, and recommendations for reporting baseline or reference properties.

Oland, C.B. [Oak Ridge National Lab., TN (United States). Engineering Technology Div.; Frohnsdorff, G. [National Inst. of Standards and Technology, Gaithersburg, MD (United States)

1995-12-31T23:59:59.000Z

280

The use of gasification ash in cement and concrete.  

E-Print Network (OSTI)

?? Cement is an essential material in todays society because, as a major constituent of concrete, it forms a fundamental element of any housing or (more)

Du Plessis, Hanli

2007-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Risk-Based Radionuclide DCGLs for Concrete Slab End States  

Argonne National Laboratory (DOE, NRC, EPA) Adjustment of Relevant Parameters and Exposure Factors Concrete End-State vs. Soil (Preliminary Remediation Goals)

282

Studies of Tritium Characterization in Concrete at the ...  

Studies of Tritium Characterization in Concrete at the Savannah River Site Robert C. Hochel#, Elliot A. Clark* #Analytical Development, *Materials Science and Technology

283

Characterizing Blast and Impact of Long Carbon Fiber Reinforced Concrete.  

E-Print Network (OSTI)

??The primary objective of the study was to investigate the blast and impact resistance of carbon fiber reinforced concrete. The impact resistance was assessed through (more)

Musselman, Eric

2007-01-01T23:59:59.000Z

284

Concrete Industry Benefits from Ancient Romans and the ALS  

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

the structure before it's immobilized. This process is important for the modern concrete industry because chloride corrosion of steel reinforcement is a major source of decay....

285

Concrete Industry Benefits from Ancient Romans and the ALS  

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

into the structure before it's immobilized. This process is important for the modern concrete industry because chloride corrosion of steel reinforcement is a major source of decay....

286

RadEducationPosterPieChart_11-6-13_final_print-ready  

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

bricks, lead, concrete, plastic, paper, and aluminum). Protecting Against Radiation Exposure Additional Protection * Minimize Time: The less time exposed, the lower the dose...

287

www.mdpi.com/journal/ijms Fly Ash-based Geopolymer Lightweight Concrete Using Foaming Agent  

E-Print Network (OSTI)

Abstract: In this paper, we report the results of our investigation on the possibility of producing foam concrete by using a geopolymer system. Class C fly ash was mixed with an alkaline activator solution (a mixture of sodium silicate and NaOH), and foam was added to the geopolymeric mixture to produce lightweight concrete. The NaOH solution was prepared by dilute NaOH pellets with distilled water. The reactives were mixed to produce a homogeneous mixture, which was placed into a 50 mm mold and cured at two different curing temperatures (60 C and room temperature), for 24 hours. After the curing process, the strengths of the samples were tested on days 1, 7, and 28. The water absorption, porosity, chemical composition, microstructure, XRD and FTIR analyses were studied. The results showed that the sample which was cured at 60 C (LW2) produced the maximum compressive strength for all tests, (11.03 MPa, 17.59 MPa, and 18.19 MPa) for days 1, 7, and 28, respectively. Also, the water absorption and porosity of LW2 were reduced by 6.78 % and 1.22 % after 28 days, respectively. The SEM showed that the LW2 sample had a denser matrix than LW1. This was because LW2 was heat cured, which caused the

Mohd Mustafa; Al Bakri Abdullah; Kamarudin Hussin; Mohamed Bnhussain; Khairul Nizar Ismail; Zarina Yahya; Rafiza Abdul Razak

2012-01-01T23:59:59.000Z

288

Investigation of Uplift Pressures and Shear and Tensile Strengths for Concrete Gravity Dams  

Science Conference Proceedings (OSTI)

Concrete gravity dam stability depends on the characteristics of the rock foundation, strength of the concrete-to-rock bond, concrete strength, and uplift pressure forces. This interim report describes, with examples, how to assess these factors.

1990-12-17T23:59:59.000Z

289

Small Column Ion Exchange at Savannah River Site Technology Readiness Assessment Report  

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

Small Column Ion Exchange Technology at Small Column Ion Exchange Technology at Savannah River Site U.S. Department of Energy Office of Environmental Management Office of Technology Innovation and Development Technology Readiness Assessment Report November 2011 U.S. DOE-EM Office of Technology Innovation and Development November 11, 2011 Small Column Ion Exchange Program Technology Readiness Assessment Page 2 of 112 This page intentionally left blank November 11, 2011 U.S. DOE-EM Office of Technology Innovation and Development Small Column Ion Exchange Program Technology Readiness Assessment Page 3 of 112 APPROVALS ________________________ _ Harry D. Harmon Date

290

Operational readiness review for the Waste Experimental Reduction Facility. Final report  

SciTech Connect

An Operational Readiness Review (ORR) at the Idaho National Engineering Laboratory`s (INEL`s) Waste Experimental Reduction Facility (WERF) was conducted by EG&G Idaho, Inc., to verify the readiness of WERF to resume operations following a shutdown and modification period of more than two years. It is the conclusion of the ORR Team that, pending satisfactory resolution of all pre-startup findings, WERF has achieved readiness to resume unrestricted operations within the approved safety basis. ORR appraisal forms are included in this report.

Not Available

1993-11-01T23:59:59.000Z

291

Mixed Waste Treatment Study  

Science Conference Proceedings (OSTI)

As part of an ongoing integrated mixed waste program, EPRI has documented nuclear utility industry experience in the on-site treatment of mixed waste. This report reviews all available exclusions/exceptions to EPA permitting requirements for environmentally responsible on-site management of mixed waste. Included is a description of emerging mixed waste treatment technologies along with a detailed evaluation of off-site treatment/disposal facilities.

1996-01-31T23:59:59.000Z

292

Development of a Reaction Signature for Combined Concrete Materials  

E-Print Network (OSTI)

Although concrete is widely considered a very durable material, if conditions are such, it can be vulnerable to deterioration and early distress development. Alkali-Silica Reaction (ASR) is a major durability problem in concrete structures. It is a chemical reaction between the reactive silica existent in some types of rocks and alkali hydroxides in the concrete pore water. The product of this reaction is a gel that is hygroscopic in nature. When the gel absorbs moisture, it swells leading to tensile stresses in concrete. When those stresses exceed the tensile strength of concrete, cracks occur. The main objective of this study was to address a method of testing concrete materials as a combination to assist engineers to effectively mitigate ASR in concrete. The research approach involved capturing the combined effects of concrete materials (water cement ratio, porosity, supplementary cementitious materials, etc.) through a method of testing to allow the formulation of mixture combinations resistant to ASR leading to an increase in the life span of concrete structures. To achieve this objective, a comprehensive study on different types of aggregates of different reactivity was conducted to formulate a robust approach that takes into account the factors affecting ASR; such as, temperature, moisture, calcium concentration and alkalinity. A kinetic model was proposed to determine aggregate ASR characteristics which were calculated using the System Identification Method. Analysis of the results validates that ASR is a thermally activated process and therefore, the reactivity of an aggregate can be characterized in terms of its activation energy (Ea) using the Arrhenius equation. Statistical analysis was conducted to determine that the test protocol is highly repeatable and reliable. To relate the effect of material combinations to field performance, concrete samples with different w/cm?s and fly ash contents using selective aggregates were tested at different alkalinities. To combine aggregate and concrete characteristics, two models were proposed and combined. The first model predicts the Ea of the aggregate at levels of alkalinity similar to field conditions. The second model, generated using the Juarez- Badillo transform, connects the ultimate expansion of the concrete and aggregate, the water cement ratio, and the fly ash content to the Ea of the rock. The proposed models were validated through laboratory tests. To develop concrete mixtures highly resistant to ASR, a sequence of steps to determine threshold total alkali in concrete were presented with examples. It is expected that the knowledge gained through this work will assist government agencies, contractors, and material engineers, to select the optimum mixture combinations that fits best their needs or type of applications, and predict their effects on the concrete performance in the field.

Ghanem, Hassan A.

2009-05-01T23:59:59.000Z

293

The feasibility of modern technologies for reinforced concrete containment structures of nuclear power plants.  

E-Print Network (OSTI)

??This report explores the requirements for the design and analysis of concrete containment and shows how newer material technologies such as self-consolidating concrete (SCC) and (more)

Czerniewski, Sarah

2009-01-01T23:59:59.000Z

294

Electropositive bivalent metallic ion unsaturated polyester complexed polymer concrete  

DOE Patents (OSTI)

Quick setting polymer concrete compositions which are mixtures of unsaturated polyesters and crosslinking monomers together with appropriate initiators and promoters in association with aggregate which may be wet and a source of bivalent metallic ions which will set to polymer concrete with excellent structural properties.

Sugama, T.; Kukacka, L.E.; Horn, W.H.

1981-11-04T23:59:59.000Z

295

Electropositive bivalent metallic ion unsaturated polyester complexed polymer concrete  

DOE Patents (OSTI)

Quick setting polymer concrete compositions with excellent structural properties are disclosed; these polymer concrete compositions are mixtures of unsaturated polyesters and crosslinking monomers together with appropriate initiators and promoters in association with aggregate, which may be wet, and with a source of bivalent metallic ions.

Sugama, Toshifumi (Mastic Beach, NY); Kukacka, Lawrence E. (Port Jefferson, NY); Horn, William H. (Brookhaven, NY)

1985-01-01T23:59:59.000Z

296

An approach for modelling concrete spalling in finite strains  

Science Conference Proceedings (OSTI)

A new approach for modelling concrete spalling process is here proposed, taking into account a fully nonlinear-displacement/strain theory able to catch complex interactions between pressure, thermal and mechanical fields. The micro-structural modelling ... Keywords: Concrete spalling, Finite strains, Micro-structural modelling

C. E. Majorana; V. A. Salomoni; G. Mazzucco; G. A. Khoury

2010-04-01T23:59:59.000Z

297

Concrete decontamination by electro-hydraulic scabbling (EHS). Final report  

SciTech Connect

Contamination of concrete structures by radionuclides, hazardous metals and organic substances (including PCB`s) occurs at many DOE sites. The contamination of concrete structures (walls, floors, ceilings, etc.) varies in type, concentration, and especially depth of penetration into the concrete. In many instances, only the surface layer of concrete is contaminated, up to a depth of one inch, according to estimates provided in the R and D ID document. Then, removal of the concrete surface layer (scabbling) is considered to be the most effective decontamination method. Textron Systems Corp. (TSC) has developed a scabbling concept based on electro-mechanical phenomena accompanying strong electric pulses generated by applying high voltage at the concrete/water interface. Depending on the conditions, the electric discharge may occur either through a waste layer or through the concrete body itself. This report describes the development, testing, and results of this electro-mechanical process. Phase 1 demonstrated the feasibility of the process for the controlled removal of a thin layer of contaminated concrete. Phase 2 designed, fabricated, and tested an integrated subscale unit. This was tested at Fernald. In Phase 3, the scabbling unit was reconfigured to increase its power and processing rate. Technology transfer to an engineering contracting company is continuing.

NONE

1997-10-01T23:59:59.000Z

298

Electropositive bivalent metallic ion unsaturated polyester complexed polymer concrete  

DOE Patents (OSTI)

Quick setting polymer concrete compositions are described which are mixtures of unsaturated polyesters and crosslinking monomers together with appropriate initiators and promoters in association with aggregate which may be wet and a source of bivalent metallic ions which will set to polymer concrete with excellent structural properties.

Sugama, T.; Kukacka, L.E.; Horn, W.H.

1983-05-13T23:59:59.000Z

299

Concrete Characterization and Dose Modeling During Plant Decommissioning  

Science Conference Proceedings (OSTI)

Several U.S. nuclear power plants entered decommissioning in the 1990's. The cost effective characterization of contaminated concrete remains a challenge for plants currently undergoing decommissioning. This report provides detailed information on projects involving the characterization, dose modeling, remediation and disposal of contaminated concrete at a number of plants undergoing decommissioning.

2008-03-31T23:59:59.000Z

300

Objective Guidance for Use in Setting Tropical Cyclone Conditions of Readiness  

Science Conference Proceedings (OSTI)

The Department of Defense uses a Tropical Cyclone Conditions of Readiness (TC-CORs) system to prepare bases and evacuate assets and personnel in advance of adverse weather associated with tropical cyclones (TCs). TC-CORs are recommended by weather ...

Charles R. Sampson; Andrea B. Schumacher; John A. Knaff; Mark DeMaria; Edward M. Fukada; Chris A. Sisko; David P. Roberts; Katherine A. Winters; Harold M. Wilson

2012-08-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

South Africa-The World Bank Partnership for Market Readiness (PMR) | Open  

Open Energy Info (EERE)

South Africa-The World Bank Partnership for Market Readiness (PMR) South Africa-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: South Africa-The World Bank Partnership for Market Readiness (PMR) Name South Africa-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

302

Costa Rica-The World Bank Partnership for Market Readiness (PMR) | Open  

Open Energy Info (EERE)

Costa Rica-The World Bank Partnership for Market Readiness (PMR) Costa Rica-The World Bank Partnership for Market Readiness (PMR) Jump to: navigation, search Logo: Costa Rica-The World Bank Partnership for Market Readiness (PMR) Name Costa Rica-The World Bank Partnership for Market Readiness (PMR) Agency/Company /Organization World Bank Partner Australia, Denmark, EC, Germany, Japan, Netherlands, Norway Spain, Switzerland, UK, and US Sector Climate, Energy Focus Area Non-renewable Energy, Buildings, Economic Development, Energy Efficiency, Goods and Materials, Greenhouse Gas, Grid Assessment and Integration, Industry, Offsets and Certificates, People and Policy, Transportation Topics Baseline projection, Finance, GHG inventory, Implementation, Low emission development planning, Market analysis, Policies/deployment programs

303

Order Module--DOE O 425.1D, VERIFICATION OF READINESS TO START UP OR  

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

DOE O 425.1D, VERIFICATION OF READINESS TO START UP DOE O 425.1D, VERIFICATION OF READINESS TO START UP OR RESTART NUCLEAR FACILITIES Order Module--DOE O 425.1D, VERIFICATION OF READINESS TO START UP OR RESTART NUCLEAR FACILITIES "The familiar level of this module is divided into three sections. In the first section we will discuss the purpose of DOE O 425.1D and the requirements for 1) determining the level of readiness review (RR), 2) determining the startup authorization authority (SAA), and 3) the startup notification report. In the second section we will discuss 1) the requirements applicable to DOE ORRs and DOE RAs, and 2) the core requirements. In the third section we will discuss the 1) requirements for DOE field element and headquarters line management oversight of the startup or restart process, 2) requirements for the records management program, and

304

Application of RFID on equipment parts readiness management system of semiconductor packaging plant  

Science Conference Proceedings (OSTI)

Management of equipment parts readiness for process setup adjustment to meet variable order requirements in a semiconductor packaging plant is crucial to the health of production lines and downtime avoidance. In order to improve the current equipment ...

Wei-Ling Wang; Chiao-Tzu Huang; Shu-Jen Wang; Chia-Pao Chang; Hui-Wen Liao

2013-01-01T23:59:59.000Z

305

Review of Concrete Biodeterioration in Relation to Buried Nuclear Waste  

Science Conference Proceedings (OSTI)

Long-term storage of low level radioactive material in below ground concrete disposal units (DUs) (Saltstone Disposal Facility) is a means of depositing wastes generated from nuclear operations of the U.S. Department of Energy. Based on the currently modeled degradation mechanisms, possible microbial induced effects on the structural integrity of buried low level wastes must be addressed. Previous international efforts related to microbial impacts on concrete structures that house low level radioactive waste showed that microbial activity can play a significant role in the process of concrete degradation and ultimately structural deterioration. This literature review examines the recent research in this field and is focused on specific parameters that are applicable to modeling and prediction of the fate of concrete vaults housing stored wastes and the wastes themselves. Rates of concrete biodegradation vary with the environmental conditions, illustrating a need to understand the bioavailability of key compounds involved in microbial activity. Specific parameters require pH and osmotic pressure to be within a certain range to allow for microbial growth as well as the availability and abundance of energy sources like components involved in sulfur, iron and nitrogen oxidation. Carbon flow and availability are also factors to consider in predicting concrete biodegradation. The results of this review suggest that microbial activity in Saltstone, (grouted low level radioactive waste) is unlikely due to very high pH and osmotic pressure. Biodegradation of the concrete vaults housing the radioactive waste however, is a possibility. The rate and degree of concrete biodegradation is dependent on numerous physical, chemical and biological parameters. Results from this review point to parameters to focus on for modeling activities and also, possible options for mitigation that would minimize concrete biodegradation. In addition, key chemical components that drive microbial activity on concrete surfaces are discussed.

Turick, C; Berry, C.

2012-10-15T23:59:59.000Z

306

In situ enhanced soil mixing. Innovative technology summary report  

Science Conference Proceedings (OSTI)

In Situ Enhanced Soil Mixing (ISESM) is a treatment technology that has been demonstrated and deployed to remediate soils contaminated with volatile organic compounds (VOCs). The technology has been developed by industry and has been demonstrated with the assistance of the U.S. Department of Energy`s Office of Science and Technology and the Office of Environmental Restoration. The technology is particularly suited to shallow applications, above the water table, but can be used at greater depths. ISESM technologies demonstrated for this project include: (1) Soil mixing with vapor extraction combined with ambient air injection. [Contaminated soil is mixed with ambient air to vaporize volatile organic compounds (VOCs). The mixing auger is moved up and down to assist in removal of contaminated vapors. The vapors are collected in a shroud covering the treatment area and run through a treatment unit containing a carbon filter or a catalytic oxidation unit with a wet scrubber system and a high efficiency particulate air (HEPA) filter.] (2) soil mixing with vapor extraction combined with hot air injection [This process is the same as the ambient air injection except that hot air or steam is injected.] (3) soil mixing with hydrogen peroxide injection [Contaminated soil is mixed with ambient air that contains a mist of diluted hydrogen peroxide (H{sub 2}O{sub 2}) solution. The H{sub 2}O{sub 2} solution chemically oxidizes the VOCs to carbon dioxide (CO{sub 2}) and water.] (4) soil mixing with grout injection for solidification/stabilization [Contaminated soil is mixed as a cement grout is injected under pressure to solidify and immobilize the contaminated soil in a concrete-like form.] The soils are mixed with a single-blade auger or with a combination of augers ranging in diameter from 3 to 12 feet.

NONE

1996-02-01T23:59:59.000Z

307

Sulfate and acid resistant concrete and mortar  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction and other applications, which hardenable mixtures demonstrate significant levels of acid and sulfate resistance while maintaining acceptable compressive strength properties. The acid and sulfate hardenable mixtures of the invention containing fly ash comprise cementitious materials and a fine aggregate. The cementitous materials may comprise fly ash as well as cement. The fine aggregate may comprise fly ash as well as sand. The total amount of fly ash in the hardenable mixture ranges from about 60% to about 120% of the total amount of cement, by weight, whether the fly ash is included as a cementious material, fine aggregate, or an additive, or any combination of the foregoing. In specific examples, mortar containing 50% fly ash and 50% cement in cementitious materials demonstrated superior properties of corrosion resistance. 6 figs.

Liskowitz, J.W.; Wecharatana, M.; Jaturapitakkul, C.; Cerkanowicz, A.E.

1998-06-30T23:59:59.000Z

308

Sulfate and acid resistant concrete and mortar  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction and other applications, which hardenable mixtures demonstrate significant levels of acid and sulfate resistance while maintaining acceptable compressive strength properties. The acid and sulfate hardenable mixtures of the invention containing fly ash comprise cementitious materials and a fine aggregate. The cementitous materials may comprise fly ash as well as cement. The fine aggregate may comprise fly ash as well as sand. The total amount of fly ash in the hardenable mixture ranges from about 60% to about 120% of the total amount of cement, by weight, whether the fly ash is included as a cementious material, fine aggregate, or an additive, or any combination of the foregoing. In specific examples, mortar containing 50% fly ash and 50% cement in cementitious materials demonstrated superior properties of corrosion resistance.

Liskowitz, John W. (Belle Mead, NJ); Wecharatana, Methi (Parsippany, NJ); Jaturapitakkul, Chai (Bangkok, TH); Cerkanowicz, deceased, Anthony E. (late of Livingston, NJ)

1998-01-01T23:59:59.000Z

309

Ductility of lightly reinforced concrete hydraulic structures  

E-Print Network (OSTI)

In the past, intake towers built by the Corp of Engineers were designed without consideration of seismic effects. This study investigates an economic approach to determining the ductility of an existing lightly reinforced concrete hydraulic structure. An intake tower, typical of older structure, with reinforcing steel ratios below code specified minimums was selected and modeled using DRAIN-2DX, a dynamic analysis program for personal computers which incorporates the effects of inelastic deformation. The analyses, performed with three separate earthquake acceleration time histories for various model conditions, produced a range of ductility values. The results indicate that ductility is facilitated by the presence of in-plane walls. However, the calculated ductility values may be exaggerated due to the elastic panel elements in the model which redistribute loads away from yielded sections. Also, larger ductility values were calculated for reservoirs with water than for empty reservoirs.

Raines, Amy Lynette

1994-01-01T23:59:59.000Z

310

Concrete Industry Benefits from Ancient Romans and the ALS  

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

Concrete Industry Benefits from Concrete Industry Benefits from Ancient Romans and the ALS Concrete Industry Benefits from Ancient Romans and the ALS Print Thursday, 17 October 2013 14:24 Cement production - the mainstay of the modern concrete industry - is one of the primary sources of carbon dioxide emissions worldwide. Making cement essentially requires burning rock, an extremely energy-intensive process that releases a large amount of carbon into the atmosphere. In an effort to reduce its carbon footprint, the industry has begun to move toward new concrete "recipes" that incorporate environmentally friendly supplemental cementitious materials (SCMs), which partially replace Portland cement and reduce its use. The challenge is to maintain, or even increase, the end product's strength and durability while becoming more environmentally sustainable. Ancient Rome, without the impetus of modern environmental concerns, had a lot of this figured out. New insights into the Romans' ingenious concrete harbor structures now emerging from ALS beamline research could move the modern concrete industry toward its goal.

311

Concrete Industry Benefits from Ancient Romans and the ALS  

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

Concrete Industry Benefits from Concrete Industry Benefits from Ancient Romans and the ALS Concrete Industry Benefits from Ancient Romans and the ALS Print Thursday, 17 October 2013 14:24 Cement production - the mainstay of the modern concrete industry - is one of the primary sources of carbon dioxide emissions worldwide. Making cement essentially requires burning rock, an extremely energy-intensive process that releases a large amount of carbon into the atmosphere. In an effort to reduce its carbon footprint, the industry has begun to move toward new concrete "recipes" that incorporate environmentally friendly supplemental cementitious materials (SCMs), which partially replace Portland cement and reduce its use. The challenge is to maintain, or even increase, the end product's strength and durability while becoming more environmentally sustainable. Ancient Rome, without the impetus of modern environmental concerns, had a lot of this figured out. New insights into the Romans' ingenious concrete harbor structures now emerging from ALS beamline research could move the modern concrete industry toward its goal.

312

Effect of Concrete Wasteform Properties on Radionuclide Migration  

SciTech Connect

The objective of this investigation was to initiate numerous sets of concrete-soil half-cell tests to quantify 1) diffusion of I and Tc from concrete into uncontaminated soil after 1 and 2 years, 2) I and Re (set 1) and Tc (set 2) diffusion from fractured concrete into uncontaminated soil, and 3) evaluate the moisture distribution profile within the sediment half-cell. These half-cells will be section in FY2009 and FY2010. Additionally, 1) concrete-soil half-cells initiated during FY2007 using fractured prepared with and without metallic iron, half of which were carbonated using carbonated, were sectioned to evaluate the diffusion of I and Re in the concrete part of the half-cell under unsaturated conditions (4%, 7%, and 15% by wt moisture content), 2) concrete-soil half cells containing Tc were sectioned to measure the diffusion profile in the soil half-cell unsaturated conditions (4%, 7%, and 15% by wt moisture content), and 3) solubility measurements of uranium solid phases were completed under concrete porewater conditions. The results of these tests are presented.

Wellman, Dawn M.; Bovaird, Chase C.; Mattigod, Shas V.; Parker, Kent E.; Ermi, Ruby M.; Wood, Marcus I.

2008-09-30T23:59:59.000Z

313

Interaction of hot solid core debris with concrete  

SciTech Connect

The Hot Solid program is intended to measure, model, and assess the thermal, gas evolution, and fission product source terms produced as a consequence of hot, solid, core debris-concrete interactions. Two preliminary experiments, HSS-1 and HSS-3, were performed in order to compare hot solid UO/sub 2/-concrete and hot solid steel-concrete interactions. The HSS-1 experiment ablated 6 cm of limestone-common sand concrete in a little more than three hours using a 9 kg slug of 304 stainless steel at an average debris temperature of 1350/sup 0/C. The HSS-3 experiment ablated 6.5 cm of limestone-common sand concrete in four hours using a 10 kg slug of 80% UO/sub 2/-20% ZrO/sub 2/ at an average debris temperature of 1650/sup 0/C. Both experiments were inductively heated and contained in a 22 cm alumina sleeve to simulate one-dimensional axial erosion. The HOTROX computer code model was evaluated using the results from the HSS tests. HOTROX is a 1-D concrete ablation model that calculates transient conduction and gas release in the concrete as well as heatup of the hot solid slug. Using the HSS-1 power input history and geometry, HOTROX calculates 6.2 cm of concrete erosion in 200 minutes. Using the HSS-3 input conditions, HOTROX predicts 6.8 cm of erosion in 190 minutes. These results compare favorably with the experimental erosion rates. The calculated thermal response of the concrete is also close to experimentally measured values. The information from the Hot Solid Program will be used both to expand the post-accident phenomena data base and to extend the range of applicability of current accident analysis computer models such as CORCON and CONTAIN.

Copus, E.R.; Bradley, D.R.

1986-06-01T23:59:59.000Z

314

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

ENGINEERING AND FIRE PROTECTION ENGINEERING AND FIRE PROTECTION OBJECTIVE EN.1 - Equipment (systems and components) required for activity performance has been identified, meets the design criteria for the activity, and a system is in place to maintain control over the design. EN.1.1. Requirements from vendor technical manuals and data have been incorporated into activity documents. EN. 1.2 Spare parts inventory for activity and support equipment is adequate for activity performance. EN. 1.3 A program is in place to confirm and periodically reconfirm the condition and operability of safety SSCs. This includes examinations of records of tests and calibration of these systems. REVIEW APPROACH: Document Reviews: * Review activity documents to ensure that vendor data and information from

315

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

CONDUCT OF OPERATIONS (OP) CONDUCT OF OPERATIONS (OP) Objective: OP.1 Adequate and correct procedures and safety limits are in place for operating the DTF ventilation system and conducting treatment activities. (CR1, CR-10) Criteria: a. All required procedures, AMOWs, PTWs, and work orders have been prepared, validated, and approved for all routine treatment and support activities. b. Procedures include actions for anticipated abnormal or emergency conditions. c. Workers have demonstrated their familiarity and knowledge of the procedures during interviews and mockup operations. Objective: OP.2 Routine drills have been prepared and conducted for the DTF drum treatment activities. (CR11) Criteria; a. Drills have been prepared that address the anticipated abnormal and

316

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

EMERGENCY MANAGEMENT (EM) EMERGENCY MANAGEMENT (EM) OBJECTIVE EM.1 The selection, training, and qualification for operations, maintenance, operations support personnel, and technical staff have been established, documented, and implemented meet the following criteria: EM. 1.1 A routine drill program and emergency operations drill program, including program records, have been established and implemented. REVIEW APPROACH: Document Reviews: * Review applicable operational event scenarios for identification and implementation of emergency management responses. * Review applicable EARS. * Review Emergency Management drill and exercise training records to determine effectiveness of program and activity personnel. * Review Emergency Management drill and exercise training records to

317

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

CRITICALITY SAFETY CRITICALITY SAFETY OBJECTIVE CS.1 Facility safety documentation that describes the "safety envelope" for the AR Project II activities is in place and has been implemented and administrative and engineering controls to prevent and mitigate hazards associated with commencing the AR Project II activities are tailored to the work being performed and the associated hazards to meet the following criteria: CRITERIA: CS. 1.1 Criticality safety requirements are current, approved, and properly controlled. CS. 1.2 Facility safety and criticality requirements have been incorporated into applicable procedures and documents. REVIEW APPROACH: Document Reviews: * Review applicable CSEs for identification of facility hazards and development

318

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

Conduct of Operations (OP) Conduct of Operations (OP) OBJECTIVE OP.1 Resources are effectively allocated to address environmental, safety, health, and quality (ESH&Q), programmatic, and operational considerations required for commencing AR Project II activities to meet the following criteria: CRITERIA: OP.1.1. There are sufficient numbers of trained/qualified operations personnel to conduct and support the activity. OP. 1.2 There are adequate facilities and equipment available to ensure operational support is adequate for the activity. (Such support services include operations, training, maintenance, waste management, environmental protection, industrial safety and hygiene, radiological protection and health physics, emergency preparedness, fire protection, quality assurance, criticality safety, and

319

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

NUCLEAR SAFETY (NS) NUCLEAR SAFETY (NS) Objective: NS.1 Facility safety documentation is in place and has been implemented that describes the "safety envelope" of the facility. (CR 7) Criterion: An unreviewed safety question (USQ) screen/evaluation has been completed and approved for the installation and use of the DTF for drum treatment in the DTF. Objective: NS.2 The facility systems and procedures, for the DTF and drum treatment activities, are consistent with the description of the facility, procedures, and accident analysis included in the safety basis. (CR9) Criterion: The DTF and drum treatment activities are adequately described in the documented safety analysis (DSA) or changes have been identified for inclusion in the next annual update.

320

Readiness Assessment for MF-628 Drum Treatment Facility - Advanced Mixed Waste Treatment Project … 5-07  

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

RADIATION PROTECTION (RP) RADIATION PROTECTION (RP) Objective: RP.1 Adequate and correct contamination control procedures and safety limits are in place for operating the DTF ventilation system and conducting drum treatment operations in the DTF. (CR1, CR10) a. A thorough hazard analysis addressing contamination control and radiation protection has been completed for drum treatment activities in the DTF. b. The design of the DTF and ventilation system is adequate to prevent the spread of contamination. The adequacy has been demonstrated by testing and mockup operations. c. Appropriate limits, contamination control methods, and radiation protection practices have been identified and included in the applicable AMOW, PTW and procedures. d. Adequate radiation monitoring instruments are installed and properly located

Note: This page contains sample records for the topic "ready mix concrete" 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

Effect of Aggregate Specification in Heavy Concrete for Fusion Reactor Shield on Neutron Dose Evaluation  

E-Print Network (OSTI)

Effect of Aggregate Specification in Heavy Concrete for Fusion Reactor Shield on Neutron Dose Evaluation

Murata, I; Takahashi, A

2000-01-01T23:59:59.000Z

322

DOE Order Self Study Modules - DOE O 425.1D, Verification of Readiness to Startup or Restart Nuclear Facilities  

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

5.1D 5.1D VERIFICATION OF READINESS TO START UP OR RESTART NUCLEAR FACILITIES DOE O 425.1D Familiar Level June 2011 1 DOE O 425.1D VERIFICATION OF READINESS TO START UP OR RESTART NUCLEAR FACILITIES FAMILIAR LEVEL _________________________________________________________________________ OBJECTIVES Given the familiar level of this module and the resources, you will be able to perform the following: 1. What is the purpose of DOE O 425.1D, Verification of Readiness to Startup or Restart Nuclear Facilities? 2. What are the requirements for determining the level of readiness review [operational readiness reviews (ORRs) and readiness assessments (RAs)]? 3. What are the requirements for determining the startup authorization authority? 4. What are the requirements for startup notification reports?

323

Capture-ready power plants - options, technologies and economics  

SciTech Connect

A plant can be considered to be capture-ready if at some point in the future it can be retrofitted for carbon capture and sequestration and still be economical to operate. The first part of the thesis outlines the two major designs that are being considered for construction in the near-term - pulverized coal (PC) and integrated gasification/combined cycle (IGCC). It details the steps that are necessary to retrofit each of these plants for CO{sub 2} capture and sequestration and assesses the steps that can be taken to reduce the costs and output de-rating of the plant after a retrofit. The second part of the thesis evaluates the lifetime (40 year) net present value (NPV) costs of plants with differing levels of pre-investment for CO{sub 2} capture. Three scenarios are evaluated - a baseline supercritical PC plant, a baseline IGCC plant and an IGCC plant with pre-investment for capture. The results of this thesis show that a baseline PC plant is the most economical choice under low CO{sub 2} tax rates, and IGCC plants are preferable at higher tax rates. The third part of this thesis evaluates the concept of CO{sub 2} 'lock-in'. CO{sub 2} lock-in occurs when a newly built plant is so prohibitively expensive to retrofit for CO{sub 2} capture that it will never be retrofitted for capture, and offers no economic opportunity to reduce the CO{sub 2} emissions from the plant, besides shutting down or rebuilding. The results show that IGCC plants are expected to have lower lifetime CO{sub 2} emissions than a PC plant, given moderate (10-35 $/ton CO{sub 2}) initial tax rates. Higher 4 (above $40) or lower (below $7) initial tax rates do not result in significant differences in lifetime CO{sub 2} emissions from these plants. Little difference is seen in the lifetime CO{sub 2} emissions between the IGCC plants with and without pre-investment for CO{sub 2} capture. 32 refs., 22 figs., 20 tabs., 1 app.

Bohm, M.C. [Massachusetts Institute of Technology, Cambridge, MA (United States). Engineering Systems Division

2006-06-15T23:59:59.000Z

324

Mixed Waste Management Guidelines  

Science Conference Proceedings (OSTI)

The management of mixed waste presents serious challenges to nuclear utilities. Regulatory and practical predicaments make compliance with the letter of all applicable regulations extremely difficult. Utility experts developed these guidelines to identify opportunities for improving work practices and regulatory compliance while minimizing any potential adverse impacts of mixed waste management.

1994-12-31T23:59:59.000Z

325

SSA Mixed Canopy Site  

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

Mixed Canopy Site (SSA-Mix) Mixed Canopy Site (SSA-Mix) The TE canopy tower The mixed trees Terrestrial Ecology canopy access tower at the SSA mixed coniferous/deciduous site. A picture taken looking down from the TE canopy access tower at the SSA mixed auxiliary site, showing the aspen and spruce canopies. Back to the BOREAS Photo Page Index Other Sites: NSA Photos ||NSA-BP Photos | NSA-Fen Photos | NSA-OA Photos | NSA-OBS Photos | NSA-OJP Photos | NSA-UBS Photos | NSA-YJP Photos | NSA-Ops Photos SSA Photos || SSA-Airport Photos | SSA-Fen Photos | SSA-Mix Photos | SSA-OA Photos | SSA-OBS Photos | SSA-OJP Photos | SSA-YA Photos | SSA-YJP Photos | SSA-Ops Photos | ORNL DAAC Home || ORNL Home || NASA || Privacy, Security, Notices || Data Citation || Rate Us || Help | User Services - Tel: +1 (865) 241-3952 or E-mail: uso@daac.ornl.gov

326

Operational readiness review plan for the radioisotope thermoelectric generator materials production tasks  

DOE Green Energy (OSTI)

In October 1989, a US shuttle lifted off from Cape Kennedy carrying the spacecraft Galileo on its mission to Jupiter. In November 1990, a second spacecraft, Ulysses, will be launched from Cape Kennedy with a mission to study the polar regions of the sun. The prime source of power for both spacecraft is a series of radioisotope thermoelectric generators (RTGs), which use plutonium oxide (plutonia) as a heat source. Several of the key components in this power system are required to ensure the safety of both the public and the environment and were manufactured at Oak Ridge National Laboratory (ORNL) in the 1980 to 1983 period. For these two missions, Martin Marietta Energy Systems, Inc. (Energy Systems), will provide an iridium-alloy component used to contain the plutonia heat source and a carbon-composite material that serves as a thermal insulator. ORNL alone will continue to fabricate the carbon-composite material. Because of the importance to DOE that Energy Systems deliver these high-quality components on time, performance of an Operational Readiness Review (ORR) of these manufacturing activities is necessary. Energy Systems Policy GP-24 entitled Operational Readiness Process'' describes the formal and comprehensive process by which appropriate Energy Systems activities are to be reviewed to ensure their readiness. This Energy System policy is aimed at reducing the risks associated with mission success and requires a management-approved readiness plan'' to be issued. This document is the readiness plan for the RTG materials production tasks. 6 refs., 11 figs., 1 tab.

Cooper, R.H.; Martin, M.M.; Riggs, C.R.; Beatty, R.L.; Ohriner, E.K.; Escher, R.N.

1990-04-19T23:59:59.000Z

327

DOE O 425.1D Admin Chg 1, Verification of Readiness to Start Up or Restart Nuclear Facilities  

Directives, Delegations, and Requirements

The order establishes requirements for verifying readiness for startup of new Hazard Category 1, 2, and 3 nuclear facilities, activities, and operations, and ...

2010-04-16T23:59:59.000Z

328

Analytical Results Of MOX Colemanite Concrete Sample PBC-44.2  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Sample PBC-44.2 was received on 9/20/2012 and analyzed. The average total density measured by the ASTM method C 642 was 2.03 g/cm{sup 3}, within the lower bound of 1.88 g/cm{sup 3}. The average partial hydrogen density was 6.64E-02 g/cm{sup 3} as measured using method ASTM E 1311 and met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density was 1.97E-01 g/cm{sup 3} which met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method.

Cozzi, A. D.; Best, D. R.; Reigel, M. M.

2012-10-18T23:59:59.000Z

329

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLE PBC-44.2  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Sample PBC-44.2 was received on 9/20/2012 and analyzed. The average total density measured by the ASTM method C 642 was 2.03 g/cm{sup 3}, within the lower bound of 1.88 g/cm3. The average partial hydrogen density was 6.64E-02 g/cm{sup 3} as measured using method ASTM E 1311 and met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density was 1.70E-01 g/cm{sup 3} which met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method.

Best, D.; Cozzi, A.; Reigel, M.

2012-12-20T23:59:59.000Z

330

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLES POURED AUGUST 29, 2012  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Samples poured 8/29/12 were received on 9/20/2012 and analyzed. The average total density of each of the samples measured by the ASTM method C 642 was within the lower bound of 1.88 g/cm{sup 3}. The average partial hydrogen density of samples 8.6.1, 8.7.1, and 8.5.3 as measured using method ASTM E 1311 met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density of each sample met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method. The average partial hydrogen density of samples 8.5.1, 8.6.3, and 8.7.3 did not meet the lower bound. The samples, as received, were not wrapped in a moist towel as previous samples and appeared to be somewhat drier. This may explain the lower hydrogen partial density with respect to previous samples.

Best, D.; Cozzi, A.; Reigel, M.

2012-12-20T23:59:59.000Z

331

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLE PBC-44.2  

Science Conference Proceedings (OSTI)

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Sample PBC-44.2 was received on 9/20/2012 and analyzed. The average total density measured by the ASTM method C 642 was 2.03 g/cm{sup 3}, within the lower bound of 1.88 g/cm{sup 3}. The average partial hydrogen density was 6.64E-02 g/cm{sup 3} as measured using method ASTM E 1311 and met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density was 1.97E-01 g/cm{sup 3} which met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method.

Cozzi, A.; Best, D.; Reigel, M.

2012-10-18T23:59:59.000Z

332

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLES POURED AUGUST 29, 2012  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Samples poured 8/29/12 were received on 9/20/2012 and analyzed. The average total density of each of the samples measured by the ASTM method C 642 was within the lower bound of 1.88 g/cm{sup 3}. The average partial hydrogen density of samples 8.6.1, 8.7.1, and 8.5.3 as measured using method ASTM E 1311 met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density of each sample met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method. The average partial hydrogen density of samples 8.5.1, 8.6.3, and 8.7.3 did not meet the lower bound. The samples, as received, were not wrapped in a moist towel as previous samples and appeared to be somewhat drier. This may explain the lower hydrogen partial density with respect to previous samples.

Cozzi, A.; Best, D.; Reigel, M.

2012-10-30T23:59:59.000Z

333

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLE POURED JULY 25, 2012 - CURED 28 DAYS  

SciTech Connect

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use Colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses and shielding operators from radiation. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Samples 8.1.2, 8.2.2, 8.3.2, and 8.4.2 were received on 8/1/2012 and analyzed after curing for 28 days. The average total density measured by the ASTM method C 642 was 2.09 g/cm{sup 3}, within the lower bound of 1.88 g/cm{sup 3}. The average partial hydrogen density was 7.48E-02 g/cm{sup 3} as measured using method ASTM E 1311 and met the lower bound of 6.04E-02 g/cm{sup 3}. The average measured partial boron density was 1.71E-01 g/cm{sup 3} which met the lower bound of 1.65E-01 g/cm{sup 3} measured by the ASTM C 1301 method.

Cozzi, A. D.; Best, D. R.; Reigel, M. M.

2012-09-18T23:59:59.000Z

334

ANALYTICAL RESULTS OF MOX COLEMANITE CONCRETE SAMPLE POURED MAY 4, 2012  

DOE Green Energy (OSTI)

The Mixed Oxide Fuel Fabrication Facility (MFFF) will use Colemanite bearing concrete neutron absorber panels credited with attenuating neutron flux in the criticality design analyses. The Savannah River National Laboratory is tasked with measuring the total density, partial hydrogen density, and partial boron density of the colemanite concrete. Sample 04 May 12/Test/S1-1, S1-2, and S1-3 was received on 5/9/2012 and analyzed. The total density measure by the ASTM method C 642 was 2.00 g/cm{sup 3}, within the lower bound of 1.88 g/cm{sup 3}. The partial hydrogen density of 6.35E-02 g/cm{sup 3} as measured using method ASTM E 1311 met the lower bound of 6.04E-02 g/cm{sup 3}. The measured partial boron density of 1.88E-01 g/cm{sup 3} exceeded the lower bound of 1.65E-01 g/cm{sup 3} when the sodium peroxide fusion dissolution method was used in place of the prescribed ASTM C 1301 method.

Cozzi, A.; Best, D.; Reigel, M.

2012-06-14T23:59:59.000Z

335

OECD MCCI project 2-D Core Concrete Interaction (CCI) tests : CCI-3 test data report-thermalhydraulic results. Rev. 0 October 15, 2005.  

SciTech Connect

The Melt Attack and Coolability Experiments (MACE) program addressed the issue of the ability of water to cool and thermally stabilize a molten core-concrete interaction when the reactants are flooded from above. These tests provided data regarding the nature of corium interactions with concrete, the heat transfer rates from the melt to the overlying water pool, and the role of noncondensable gases in the mixing processes that contribute to melt quenching. As a follow-on program to MACE, The Melt Coolability and Concrete Interaction Experiments (MCCI) project is conducting reactor material experiments and associated analysis to achieve the following objectives: (1) resolve the ex-vessel debris coolability issue through a program that focuses on providing both confirmatory evidence and test data for the coolability mechanisms identified in MACE integral effects tests, and (2) address remaining uncertainties related to long-term two-dimensional molten core-concrete interactions under both wet and dry cavity conditions. Achievement of these two program objectives will demonstrate the efficacy of severe accident management guidelines for existing plants, and provide the technical basis for better containment designs for future plants. In terms of satisfying these objectives, the Management Board (MB) approved the conduct of a third long-term 2-D Core-Concrete Interaction (CCI) experiment designed to provide information in several areas, including: (i) lateral vs. axial power split during dry core-concrete interaction, (ii) integral debris coolability data following late phase flooding, and (iii) data regarding the nature and extent of the cooling transient following breach of the crust formed at the melt-water interface. This data report provides thermal hydraulic test results from the CCI-3 experiment, which was conducted on September 22, 2005. Test specifications for CCI-3 are provided in Table 1-1. This experiment investigated the interaction of a fully oxidized 375 kg PWR core melt, initially containing 15 wt% siliceous concrete, with a specially designed two-dimensional siliceous concrete test section with an initial cross-sectional area of 50 cm x 50 cm. The sand and aggregate constituents for this particular siliceous concrete were provided by CEA as an in-kind contribution to the program. The report begins by providing a summary description of the CCI-3 test apparatus and operating procedures, followed by presentation of the thermal-hydraulic results. Detailed posttest debris examination results will be provided in a subsequent publication. Observations drawn within this report regarding the overall cavity erosion behavior may be subject to revision once the posttest examinations are completed, since these examinations will fully reveal the final cavity shape.

Farmer, M. T.; Lomperski, S.; Kilsdonk, D. J.; Aeschlimann, R. W.; Basu, S. (Nuclear Engineering Division); (NRC)

2011-05-23T23:59:59.000Z

336

Compressive strength of concrete and mortar containing fly ash  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction. The invention includes a method for predicting the compressive strength of such a hardenable mixture, which is very important for planning a project. The invention also relates to hardenable mixtures comprising cement and fly ash which can achieve greater compressive strength than hardenable mixtures containing only concrete over the time period relevant for construction. In a specific embodiment, a formula is provided that accurately predicts compressive strength of concrete containing fly ash out to 180 days. In other specific examples, concrete and mortar containing about 15% to 25% fly ash as a replacement for cement, which are capable of meeting design specifications required for building and highway construction, are provided. Such materials can thus significantly reduce construction costs.

Liskowitz, John W. (Belle Mead, NJ); Wecharatana, Methi (Parsippany, NJ); Jaturapitakkul, Chai (Bangkok, TH); Cerkanowicz, deceased, Anthony E. (late of Livingston, NJ)

1997-01-01T23:59:59.000Z

337

Compressive strength of concrete and mortar containing fly ash  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction. The invention includes a method for predicting the compressive strength of such a hardenable mixture, which is very important for planning a project. The invention also relates to hardenable mixtures comprising cement and fly ash which can achieve greater compressive strength than hardenable mixtures containing only concrete over the time period relevant for construction. In a specific embodiment, a formula is provided that accurately predicts compressive strength of concrete containing fly ash out to 180 days. In other specific examples, concrete and mortar containing about 15% to 25% fly ash as a replacement for cement, which are capable of meeting design specification required for building and highway construction, are provided. Such materials can thus significantly reduce construction costs. 33 figs.

Liskowitz, J.W.; Wecharatana, M.; Jaturapitakkul, C.; Cerkanowicz, A.E.

1998-12-29T23:59:59.000Z

338

Compressive strength of concrete and mortar containing fly ash  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction. The invention includes a method for predicting the compressive strength of such a hardenable mixture, which is very important for planning a project. The invention also relates to hardenable mixtures comprising cement and fly ash which can achieve greater compressive strength than hardenable mixtures containing only concrete over the time period relevant for construction. In a specific embodiment, a formula is provided that accurately predicts compressive strength of concrete containing fly ash out to 180 days. In other specific examples, concrete and mortar containing about 15% to 25% fly ash as a replacement for cement, which are capable of meeting design specification required for building and highway construction, are provided. Such materials can thus significantly reduce construction costs.

Liskowitz, John W. (Belle Mead, NJ); Wecharatana, Methi (Parsippany, NJ); Jaturapitakkul, Chai (Bangkok, TH); Cerkanowicz, deceased, Anthony E. (late of Livingston, NJ)

1998-01-01T23:59:59.000Z

339

Compressive strength of concrete and mortar containing fly ash  

DOE Patents (OSTI)

The present invention relates to concrete, mortar and other hardenable mixtures comprising cement and fly ash for use in construction. The invention includes a method for predicting the compressive strength of such a hardenable mixture, which is very important for planning a project. The invention also relates to hardenable mixtures comprising cement and fly ash which can achieve greater compressive strength than hardenable mixtures containing only concrete over the time period relevant for construction. In a specific embodiment, a formula is provided that accurately predicts compressive strength of concrete containing fly ash out to 180 days. In other specific examples, concrete and mortar containing about 15% to 25% fly ash as a replacement for cement, which are capable of meeting design specifications required for building and highway construction, are provided. Such materials can thus significantly reduce construction costs. 33 figs.

Liskowitz, J.W.; Wecharatana, M.; Jaturapitakkul, C.; Cerkanowicz, A.E.

1997-04-29T23:59:59.000Z

340

Viscosity Modifiers to Enhance Concrete Performance Dale P. ...  

Science Conference Proceedings (OSTI)

... For the concrete, the LWA sand (an expanded shale) had a pre-wetted specific gravity of 1.7, an absorption of 25 % by dry mass, and a ...

2011-12-09T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

The Complexity of Reasoning with Concrete Domains Revised Version  

Science Conference Proceedings (OSTI)

Description logics are knowledge representation and reasoning formalisms which represent conceptual knowledge on an abstract logical level. Concrete domains are a theoretically well-founded approach to the integration of description logic reasoning with ...

C. Lutz

1999-08-01T23:59:59.000Z

342

Life cycle assessment of concrete pavements : impacts and opportunities  

E-Print Network (OSTI)

The concrete pavement network in the United States plays a crucial role in the economy by enabling the transport of people and goods, but it also leads to resource consumption and environmental impacts. This thesis is ...

Loijos, Alex (Alexander Nikos)

2011-01-01T23:59:59.000Z

343

Design of wind turbines with Ultra-High Performance Concrete  

E-Print Network (OSTI)

Ultra-High Performance Concrete (UHPC) has proven an asset for bridge design as it significantly reduces costs. However, UHPC has not been applied yet to wind turbine technology. Design codes do not propose any recommendations ...

Jammes, Franois-Xavier

2009-01-01T23:59:59.000Z

344

Technological rules and constraints affecting design of precast concrete housing  

E-Print Network (OSTI)

Precast concrete technology is of great importance in multifamily housing. This technology provides the possibility to the industrialize housing construction and thus enhance the availability and quality of houses. With ...

Nakamura, Takashi

1994-01-01T23:59:59.000Z

345

Dynamic analysis of concrete coupled wall structures : a parametric study  

E-Print Network (OSTI)

Concrete coupled wall structure is a system that can efficiently dissipate energy under the effect of lateral loads. It has been widely used in medium height buildings for several decades. While researchers have conducted ...

Huang, Elaine Annabelle, 1981-

2005-01-01T23:59:59.000Z

346

Centrifuge Modeling and Analysis of Concrete Gravity Dams  

Science Conference Proceedings (OSTI)

This report contains general background information on centrifuge experimentation and linear elastic fracture mechanics pertaining to concrete gravity dam models, and explains in detail the experimental methodology and procedures developed for testing concrete gravity dam models in centrifuges. An important detail in the experimental procedure is that the models are loaded upstream with water and, at fracture, have water uplift pressure within any cracks. Finally, test results and comparisons to analytic...

1995-12-14T23:59:59.000Z

347

Identification of Concrete Incompatibilities Using Cement Paste Rheology  

E-Print Network (OSTI)

The complex interaction between cement and chemical/mineral admixtures in concrete mixtures sometimes leads to unpredictable concrete performance in the field which is generally defined as concrete incompatibilities. Cement paste rheology measurements instead of traditional workability tests (i.e., slump cone test) can have great potential in detecting those incompatibilities in concrete before the concrete is placed, which can, in turn, avoid related workability problems and setting time as well as heat evolution abnormalities. The objectives of the present study were to examine the applicability of the dynamic shear rheometer (DSR) to measure cement paste rheology, and to identify cement and mineral/chemical admixture incompatibilities, based on the determined rheological parameters. The DSR was modified and optimized for cement paste rheology measurements. Two different modes of operations (i.e., static and dynamic methods) with the modified DSR were investigated to measure representative rheological parameters as well as to identify cement and chemical/mineral admixture incompatibility. The conventional plastic viscosity and yield stress are measured in static mode and storage modulus curve, as a function of time, is measured in dynamic mode. The rate of change of plastic viscosity (RPV) as another static rheological parameter and the modeled magnitude parameter ?, from the dynamic rheological method, showed great potentialities as acceptance criteria to identify incompatible mixtures. The heat of hydration data from isothermal conduction calorimeter tests and setting time results for the studied mixtures have strongly supported the rheology based observations as supporting tools. Based on the main tests results, the acceptance criteria were set up using the rheological parameters in accordance with heat of hydration data. This will ultimately help material suppliers, concrete producers, and other users to detect problematic combinations of concrete ingredients before a given concrete mixture is placed.

Jang, Se Hoon

2009-05-01T23:59:59.000Z

348

Program on Technology Innovation: Nuclear Concrete Structures Aging Reference Manual  

Science Conference Proceedings (OSTI)

EPRI has been proactive in researching concrete degradation in nuclear plants in recent years, with a focus on anticipated future regulatory mandates regarding relicensing beyond 60 years operation (long-term operation). The comprehensive treatment of concrete degradation provided in this report will be used to guide research and development activities. EPRI is currently working to address such issues to benefit the industry and will continue to do so.

2011-10-14T23:59:59.000Z

349

Modeling of Molten Core Concrete Interactions and Fission Product Release  

Science Conference Proceedings (OSTI)

The study of molten core concrete interactions is important in estimating the possible consequences of a severe nuclear reactor accident. CORCON-Mod2 is a computer program that models the thermal, chemical, and physical phenomena associated with molten core concrete interactions. Models have been added to extend the modeling of these phenomena. An ideal solution chemical equilibrium methodology predicts the fission product vaporization release. Additional chemical species have been added, and the calcula...

1994-05-27T23:59:59.000Z

350

ADVANCED MIXING MODELS  

Science Conference Proceedings (OSTI)

The process of recovering and processing High Level Waste (HLW) the waste in storage tanks at the Savannah River Site (SRS) typically requires mixing the contents of the tank with one to four mixers (pumps) located within the tank. The typical criteria to establish a mixed condition in a tank are based on the number of pumps in operation and the time duration of operation. To ensure that a mixed condition is achieved, operating times are typically set conservatively long. This approach results in high operational costs because of the long mixing times and high maintenance and repair costs for the same reason. A significant reduction in both of these costs might be realized by reducing the required mixing time based on calculating a reliable indicator of mixing with a suitably validated computer code. The focus of the present work is to establish mixing criteria applicable to miscible fluids, with an ultimate goal of addressing waste processing in HLW tanks at SRS and quantifying the mixing time required to suspend sludge particles with the submersible jet pump. A single-phase computational fluid dynamics (CFD) approach was taken for the analysis of jet flow patterns with an emphasis on the velocity decay and the turbulent flow evolution for the farfield region from the pump. Literature results for a turbulent jet flow are reviewed, since the decay of the axial jet velocity and the evolution of the jet flow patterns are important phenomena affecting sludge suspension and mixing operations. The work described in this report suggests a basis for further development of the theory leading to the identified mixing indicators, with benchmark analyses demonstrating their consistency with widely accepted correlations. Although the indicators are somewhat generic in nature, they are applied to Savannah River Site (SRS) waste tanks to provide a better, physically based estimate of the required mixing time. Waste storage tanks at SRS contain settled sludge which varies in height from zero to 10 ft. The sludge has been characterized and modeled as micron-sized solids, typically 1 to 5 microns, at weight fractions as high as 20 to 30 wt%, specific gravities to 1.4, and viscosities up to 64 cp during motion. The sludge is suspended and mixed through the use of submersible slurry jet pumps. To suspend settled sludge, water is added to the tank as a slurry medium and stirred with the jet pump. Although there is considerable technical literature on mixing and solid suspension in agitated tanks, very little literature has been published on jet mixing in a large-scale tank. One of the main objectives in the waste processing is to provide feed of a uniform slurry composition at a certain weight percentage (e.g. typically {approx}13 wt% at SRS) over an extended period of time. In preparation of the sludge for slurrying, several important questions have been raised with regard to sludge suspension and mixing of the solid suspension in the bulk of the tank: (1) How much time is required to prepare a slurry with a uniform solid composition? (2) How long will it take to suspend and mix the sludge for uniform composition in any particular waste tank? (3) What are good mixing indicators to answer the questions concerning sludge mixing stated above in a general fashion applicable to any waste tank/slurry pump geometry and fluid/sludge combination?

Lee, S.; Dimenna, R.; Tamburello, D.

2011-02-14T23:59:59.000Z

351

Effect of Concrete Waste Form Properties on Radionuclide Migration  

Science Conference Proceedings (OSTI)

Assessing long-term performance of Category 3 waste cement grouts for radionuclide encasement requires knowledge of the radionuclide-cement interactions and mechanisms of retention (i.e., sorption or precipitation) the mechanism of contaminant release, the significance of contaminant release pathways, how waste form performance is affected by the full range of environmental conditions within the disposal facility, the process of waste form aging under conditions that are representative of processes occurring in response to changing environmental conditions within the disposal facility, the effect of waste form aging on chemical, physical, and radiological properties and the associated impact on contaminant release. This knowledge will enable accurate prediction of radionuclide fate when the waste forms come in contact with groundwater. Numerous sets of tests were initiated in fiscal years (FY) 2006-2009 to evaluate (1) diffusion of iodine (I) and technetium (Tc) from concrete into uncontaminated soil after 1 and 2 years, (2) I and rhenium (Re) diffusion from contaminated soil into fractured concrete, (3) I and Re (set 1) and Tc (set 2) diffusion from fractured concrete into uncontaminated soil, (4) evaluate the moisture distribution profile within the sediment half-cell, (5) the reactivity and speciation of uranium (VI) (U(VI)) compounds in concrete porewaters, (6) the rate of dissolution of concrete monoliths, and (7) the diffusion of simulated tank waste into concrete.

Mattigod, Shas V.; Bovaird, Chase C.; Wellman, Dawn M.; Skinner, De'Chauna J.; Cordova, Elsa A.; Wood, Marcus I.

2009-09-30T23:59:59.000Z

352

Insulating LNG (liquified natural gas) storage tank containment dikes with a lightweight polymer concrete  

SciTech Connect

The natural gas industry has always been concerned ith accidental spills of liquified natural gas (LNG) from storage tanks into surrounding containment dikes. The LNG that is leaked to the dike area boils off and the vapors mix with the atmosphere forming a hazardous explsoive mixture within the dike walls. These hazardous mixtures can travel long distances into industrial or residential areas surroungind LNG storage facilities. Studies by the natural gas industry indicate that the hazards associated with accidental spills of LNG from storage tanks can be makedly reduced by insulating the diked areas surrounding these tanks. In this manner, the heat transfer from the dike surface to the LNG is reduced. The insulating composite is used to construct a thermal barrier between the walls and floor of the dike an the spilled LNG. The thermal conductivity, porosity, and compression strength of a concrete, polymer composite insulating material is discussed. 6 refs., 8 figs., 5 tbs.

Fontana, J.J.

1987-08-01T23:59:59.000Z

353

Guidelines for mixed waste minimization  

SciTech Connect

Currently, there is no commercial mixed waste disposal available in the United States. Storage and treatment for commercial mixed waste is limited. Host States and compacts region officials are encouraging their mixed waste generators to minimize their mixed wastes because of management limitations. This document provides a guide to mixed waste minimization.

Owens, C.

1992-02-01T23:59:59.000Z

354

Lateral Mixing in the Pycnocline by Baroclinic Mixed Layer Eddies  

Science Conference Proceedings (OSTI)

Using a process study model, the effect of mixed layer submesoscale instabilities on the lateral mixing of passive tracers in the pycnocline is explored. Mixed layer eddies that are generated from the baroclinic instability of a front within the ...

Gualtiero Badin; Amit Tandon; Amala Mahadevan

2011-11-01T23:59:59.000Z

355

Mixing method and apparatus  

DOE Patents (OSTI)

Method of mixing particulate materials comprising contacting a primary source and a secondary source thereof whereby resulting mixture ensues; preferably at least one of the two sources has enough motion to insure good mixing and the particulate materials may be heat treated if desired. Apparatus for such mixing comprising an inlet for a primary source, a reactor communicating therewith, a feeding means for supplying a secondary source to the reactor, and an inlet for the secondary source. Feeding means is preferably adapted to supply fluidized materials.

Green, Norman W. (Redwood City, CA)

1982-06-15T23:59:59.000Z

356

DOE-STD-3006-95; DOE Standard Planning and Conduct of Operational Readiness Reviews (ORR)  

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

3006-95 3006-95 November 1995 SUPERSEDING DOE-STD-3006-93 November 1993 DOE STANDARD PLANNING AND CONDUCT OF OPERATIONAL READINESS REVIEWS (ORR) U.S. Department of Energy AREA MISC Washington, D.C. 20585 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. This document has been reproduced directly from the best available copy. Available to DOE and DOE contractors from the Office of Scientific and Technical Information, P.O. Box 62, Oak Ridge, TN 37831; (615) 576-8401. Available to the public from the U.S. Department of Commerce, Technology Administration, National Technical Information Service, Springfield, VA 22161; (703) 487-4650. DOE-STD-3006-95 i PLANNING AND CONDUCT OF OPERATIONAL READINESS REVIEWS (ORR) FOREWORD 1. DOE 0 425.1 establishes the requirement to conduct Operational Readiness Reviews

357

Ready, Set . . . Get Prepped for Monday's Launch of the 'America's Next  

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

Ready, Set . . . Get Prepped for Monday's Launch of the Ready, Set . . . Get Prepped for Monday's Launch of the 'America's Next Top Energy Innovator' Challenge Ready, Set . . . Get Prepped for Monday's Launch of the 'America's Next Top Energy Innovator' Challenge April 29, 2011 - 10:35am Addthis Ginny Simmons Ginny Simmons Former Managing Editor for Energy.gov, Office of Public Affairs The 'America's Next Top Energy Innovator' Challenge will begin on May 2. That means that starting on Monday, and continuing through December 15, entrepreneurs and start-up companies will be able to apply for any of the Department of Energy's 15,000 unlicensed patents at a greatly reduced cost and with much less paperwork. Since Secretary Chu announced the challenge at the end of March our phones have been ringing and our email inboxes have been piling up with questions

358

Get Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money |  

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

Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money Get Ready for Fall: Leaf Peeping, Staying Warm, and Saving Money September 21, 2009 - 3:04pm Addthis Allison Casey Senior Communicator, NREL Tomorrow is the official first day of fall, and while I always mourn the end of summer, one of the best things about fall is leaf peeping! Last year, we took my father-in-law's red '57 T-bird convertible on a lovely drive through the mountains to see the bright yellow aspens. Something about a car like that draws lots of attention-honks, waves, questions. We basically made friends everywhere we went. As much fun as that was, it wasn't exactly the most fuel-efficient or environmentally friendly excursion. I know we can do better this year; beautiful leaves are less than an hour's

359

Getting Ready for Electric Drive: the Plug-In Vehicle and Infrastructure  

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

Ready for Electric Drive: the Plug-In Vehicle and Ready for Electric Drive: the Plug-In Vehicle and Infrastructure Workshop Getting Ready for Electric Drive: the Plug-In Vehicle and Infrastructure Workshop August 18, 2010 - 5:30pm Addthis Matt Rogers Matt Rogers McKinsey & Company Blogs have been abuzz on electric vehicles and advanced batteries recently, and likely in no small part due to some of the programs that are kicking into high gear at the Department of Energy right now. On July 22, we hosted a Plug-In Vehicle & Infrastructure Workshop that brought together nearly 200 attendees and 600 web participants to discuss near-term actions to accelerate deployment of electric-drive vehicles. The program demonstrated how federal leadership can speed up preparation for vehicles expected in showrooms at the end of this year. This leadership complements the Obama

360

Houston Smart Grid System Almost Ready for Launch | Department of Energy  

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

Smart Grid System Almost Ready for Launch Smart Grid System Almost Ready for Launch Houston Smart Grid System Almost Ready for Launch October 8, 2010 - 11:29am Addthis CenterPoint Energy employees are installing smart meters and automated distribution equipment in the company’s electric grid in Houston, Texas. | Photo courtesy of CenterPoint Energy CenterPoint Energy employees are installing smart meters and automated distribution equipment in the company's electric grid in Houston, Texas. | Photo courtesy of CenterPoint Energy Kevin Craft What does this mean for me? The AMS/IG initiative supports 588 jobs, half of which would not have existed had the company not received money from the Recovery Act. Once their smart meter is installed, consumers are able to access the Smart Meter Texas Portal online to obtain updates on their daily energy

Note: This page contains sample records for the topic "ready mix concrete" 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.


361

Nek5000 Ready to Use after Simulations of Important Pipe Flow Benchmark |  

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

Nek5000 Ready to Use after Simulations of Important Pipe Flow Nek5000 Ready to Use after Simulations of Important Pipe Flow Benchmark Nek5000 Ready to Use after Simulations of Important Pipe Flow Benchmark January 29, 2013 - 1:42pm Addthis Velocity magnitude in MATiS-H spacer grid with swirl-type vanes. Velocity magnitude in MATiS-H spacer grid with swirl-type vanes. As part of the on-going Nek5000 validation efforts, a series of large eddy simulations (LES) have been performed for thermal stratification in a pipe. Results were in good agreement with the experiment and the simulation data has provided insight into the physics of the flow. An additional series of simulations of the OECD-NEA MATiS-H benchmark has also been completed using intermediate- fidelity modeling approaches, such as k-epsilon, k-omega shear stress transport, and ID detached eddy simulation, as well as one

362

The Ohio State University Readies for its Encore at the Solar Decathlon |  

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

The Ohio State University Readies for its Encore at the Solar The Ohio State University Readies for its Encore at the Solar Decathlon The Ohio State University Readies for its Encore at the Solar Decathlon April 15, 2011 - 5:03pm Addthis The Ohio State University displayed their design model at the International Builders' Show in Orlando, Florida from January 12-15, 2011. | Credit: All Commercial Photography/U.S. Department of Energy Solar Decathlon The Ohio State University displayed their design model at the International Builders' Show in Orlando, Florida from January 12-15, 2011. | Credit: All Commercial Photography/U.S. Department of Energy Solar Decathlon Erik Hyrkas Erik Hyrkas Media Relations Specialist, Office of Energy Efficiency & Renewable Energy How can I participate? The next Solar Decathlon will be held Sept. 23-Oct. 2, 2011, at

363

OECD MCCI project long-term 2-D molten core concrete interaction test design report, Rev. 0. September 30, 2002.  

Science Conference Proceedings (OSTI)

The Melt Attack and Coolability Experiments (MACE) program at Argonne National Laboratory addressed the issue of the ability of water to cool and thermally stabilize a molten core-concrete interaction when the reactants are flooded from above. These tests provided data regarding the nature of corium interactions with concrete, the heat transfer rates from the melt to the overlying water pool, and the role of noncondensable gases in the mixing processes that contribute to melt quenching. As a follow-on program to MACE, The Melt Coolability and Concrete Interaction Experiments (MCCI) project is conducting reactor material experiments and associated analysis to achieve the following two technical objectives: (1) resolve the ex-vessel debris coolability issue through a program that focuses on providing both confirmatory evidence and test data for the coolability mechanisms identified in MACE integral effects tests, and (2) address remaining uncertainties related to long-term two-dimensional molten core-concrete interactions under both wet and dry cavity conditions. Achievement of these two objectives will demonstrate the efficacy of severe accident management guidelines for existing plants, and provide the technical basis for better containment designs for future plants. In terms of the first program objective, the Small-Scale Water Ingression and Crust Strength (SSWICS) test series has been initiated to provide fundamental information on the ability of water to ingress into cracks and fissures that form in the debris during quench, thereby augmenting the otherwise conduction-limited heat transfer process. A test plan for Melt Eruption Separate Effects Tests (MESET) has also been developed to provide information on the extent of crust growth and melt eruptions as a function of gas sparging rate under well-controlled experiment conditions. In terms of the second program objective, the project Management Board (MB) has approved startup activities required to carry out experiments to address remaining uncertainties related to long-term two-dimensional molten core-concrete interaction. In particular, for both wet and dry cavity conditions, there is uncertainty insofar as evaluating the lateral vs. axial power split during a core-concrete interaction due to a lack of experiment data. As a result, there are differences in the 2-D cavity erosion predicted by codes such as MELCOR, WECHSL, and COSACO. The first step towards generating this data is to produce a test plan for review by the Project Review Group (PRG). The purpose of this document is to provide this plan.

Farmer, M. T.; Kilsdonk, D. J.; Lomperski, S.; Aeschliman, R. W.; Basu, S. (Nuclear Engineering Division); (NRC)

2011-05-23T23:59:59.000Z

364

Mixed Semiconductor Nanocrystal Compositions  

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

Mixed Semiconductor Nanocrystal Compositions Mixed Semiconductor Nanocrystal Compositions Mixed Semiconductor Nanocrystal Compositions Composition comprising one or more energy donors and one or more energy acceptors. Available for thumbnail of Feynman Center (505) 665-9090 Email Mixed Semiconductor Nanocrystal Compositions Composition comprising one or more energy donors and one or more energy acceptors, wherein energy is transferred from the energy donor to the energy acceptor and wherein: the energy acceptor is a colloidal nanocrystal having a lower band gap energy than the energy donor; the energy donor and the energy acceptor are separated by a distance of 40 nm or less; wherein the average peak absorption energy of the acceptor is at least 20 meV greater than the average peak emission energy of the energy donor; and

365

Fuel Mix Disclosure  

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

Hawaii requires the states retail electric suppliers to disclose details regarding the fuel mix of their electric generation to retail customers. Such information must be provided on customers...

366

Mixing by ocean eddies  

E-Print Network (OSTI)

Mesoscale eddies mix and transport tracers such as heat and potential vorticity laterally in the ocean. While this transport plays an important role in the climate system, especially in the Southern Ocean, we lack a, ...

Abernathey, Ryan (Ryan Patrick)

2012-01-01T23:59:59.000Z

367

Preliminary Technology Readiness Assessment (TRA) for the Calcine Disposition Project Volume 1 (CDP)  

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

TECHNOLOGY READINESS ASSESSMENT TECHNOLOGY READINESS ASSESSMENT OF THE CALCINE DISPOSITION PROJECT VOLUME ONE Anthony F. Kluk Hoyt C. Johnson Clyde Phillip McGinnis Michael Rinker Steven L. Ross Herbert G. Sutter John Vienna February 2011 Prepared by the U.S. Department of Energy Washington, DC February 2011 ii This page intentionally left blank. Review of Calcine Disposition Project Self-Assessment of Technology Maturation iii SIGNATURES ____________________________________ ____________________________________ Anthony F. Kluk, Team Lead Date ____________________________________ ____________________________________ Hoyt C. Johnson Date ____________________________________ ____________________________________ Clyde Phillip McGinnis Date ____________________________________ ____________________________________

368

EVALUATION OF THE DURABILITY OF THE STRUCTURAL CONCRETE OF REACTOR BUILDINGS AT SRS  

Science Conference Proceedings (OSTI)

The Department of Energy (DOE) intends to close 100-150 facilities in the DOE complex using an in situ decommissioning (ISD) strategy that calls for grouting the below-grade interior volume of the structure and leaving the above-grade interior open or demolishing it and disposing of it in the slit trenches in E Area. These closures are expected to persist and remain stable for centuries, but there are neither facility-specific monitoring approaches nor studies on the rate of deterioration of the materials used in the original construction or on the ISD components added during closure (caps, sloped roofs, etc). This report will focus on the evaluation of the actual aging/degradation of the materials of construction used in the ISD structures at Savannah River Site (SRS) above grade, specifically P & R reactor buildings. Concrete blocks (six 2 to 5 ton blocks) removed from the outer wall of the P Reactor Building were turned over to SRNL as the first source for concrete cores. Larger cores were received as a result of grouting activities in P and R reactor facilities. The cores were sectioned and evaluated using microscopy, x-ray diffraction (XRD), ion chromatography (IC) and thermal analysis. Scanning electron microscopy shows that the aggregate and cement phases present in the concrete are consistent with the mix design and no degradation mechanisms are evident at the aggregate-cement interfaces. Samples of the cores were digested and analyzed for chloride ingress as well as sulfate attack. The concentrations of chloride and sulfate ions did not exceed the limits of the mix design and there is no indication of any degradation due to these mechanisms. Thermal analysis on samples taken along the longitudinal axis of the cores show that there is a 1 inch carbonation layer (i.e., no portlandite) present in the interior wall of the reactor building and a negligible carbonation layer in the exterior wall. A mixed layer of carbonate and portlandite extends deeper into the interior (2-3 inches) and exterior (1-2 inches) walls. This is more extensive than measured in previous SRS structures. Once the completely carbonated layer reaches the rebar that is approximately 2-3 inches into the concrete wall, the steel is susceptible to corrosion. The growth rate of the carbonated layer was estimated from current observations and previous studies. Based on the estimated carbonation rate, the steel rebar should be protected from carbonation induced corrosion for at least another 100 years. If degradation of these structures is dominated by the carbonation mechanism, the length of time before water intrusion is expected into the process room of P-reactor is estimated to be between 425-675 years.

Duncan, A.; Reigel, M.

2011-02-28T23:59:59.000Z

369

ADVANCED MIXING MODELS  

SciTech Connect

The process of recovering the waste in storage tanks at the Savannah River Site (SRS) typically requires mixing the contents of the tank with one to four dual-nozzle jet mixers located within the tank. The typical criteria to establish a mixed condition in a tank are based on the number of pumps in operation and the time duration of operation. To ensure that a mixed condition is achieved, operating times are set conservatively long. This approach results in high operational costs because of the long mixing times and high maintenance and repair costs for the same reason. A significant reduction in both of these costs might be realized by reducing the required mixing time based on calculating a reliable indicator of mixing with a suitably validated computer code. The work described in this report establishes the basis for further development of the theory leading to the identified mixing indicators, the benchmark analyses demonstrating their consistency with widely accepted correlations, and the application of those indicators to SRS waste tanks to provide a better, physically based estimate of the required mixing time. Waste storage tanks at SRS contain settled sludge which varies in height from zero to 10 ft. The sludge has been characterized and modeled as micron-sized solids, typically 1 to 5 microns, at weight fractions as high as 20 to 30 wt%, specific gravities to 1.4, and viscosities up to 64 cp during motion. The sludge is suspended and mixed through the use of submersible slurry jet pumps. To suspend settled sludge, water is added to the tank as a slurry medium and stirred with the jet pump. Although there is considerable technical literature on mixing and solid suspension in agitated tanks, very little literature has been published on jet mixing in a large-scale tank. If shorter mixing times can be shown to support Defense Waste Processing Facility (DWPF) or other feed requirements, longer pump lifetimes can be achieved with associated operational cost and schedule savings. The focus of the present work is to establish mixing criteria associated with the waste processing at SRS and to quantify the mixing time required to suspend sludge particles with the submersible jet pump. Literature results for a turbulent jet flow are reviewed briefly, since the decay of the axial jet velocity and the evolution of the jet flow patterns are important phenomena affecting sludge suspension and mixing operations. One of the main objectives in the waste processing is to provide the DWPF a uniform slurry composition at a certain weight percentage (typically {approx}13 wt%) over an extended period of time. In preparation of the sludge for slurrying to DWPF, several important questions have been raised with regard to sludge suspension and mixing of the solid suspension in the bulk of the tank: (1) How much time is required to prepare a slurry with a uniform solid composition for DWPF? (2) How long will it take to suspend and mix the sludge for uniform composition in any particular waste tank? (3) What are good mixing indicators to answer the questions concerning sludge mixing stated above in a general fashion applicable to any waste tank/slurry pump geometry and fluid/sludge combination? Grenville and Tilton (1996) investigated the mixing process by giving a pulse of tracer (electrolyte) through the submersible jet nozzle and by monitoring the conductivity at three locations within the cylindrical tank. They proposed that the mixing process was controlled by the turbulent kinetic energy dissipation rate in the region far away from the jet entrance. They took the energy dissipation rates in the regions remote from the nozzle to be proportional to jet velocity and jet diameter at that location. The reduction in the jet velocity was taken to be proportional to the nozzle velocity and distance from the nozzle. Based on their analysis, a correlation was proposed. The proposed correlation was shown to be valid over a wide range of Reynolds numbers (50,000 to 300,000) with a relative standard deviation of {+-} 11.83%. An improved correlat

Lee, S; Richard Dimenna, R; David Tamburello, D

2008-11-13T23:59:59.000Z

370

OECD MCCI 2-D Core Concrete Interaction (CCI) tests : CCI-2 test data report-thermalhydraulic results, Rev. 0 October 15, 2004.  

Science Conference Proceedings (OSTI)

The Melt Attack and Coolability Experiments (MACE) program addressed the issue of the ability of water to cool and thermally stabilize a molten core-concrete interaction when the reactants are flooded from above. These tests provided data regarding the nature of corium interactions with concrete, the heat transfer rates from the melt to the overlying water pool, and the role of noncondensable gases in the mixing processes that contribute to melt quenching. As a follow-on program to MACE, The Melt Coolability and Concrete Interaction Experiments (MCCI) project is conducting reactor material experiments and associated analysis to achieve the following objectives: (1) resolve the ex-vessel debris coolability issue through a program that focuses on providing both confirmatory evidence and test data for the coolability mechanisms identified in MACE integral effects tests, and (2) address remaining uncertainties related to long-term two-dimensional molten core-concrete interactions under both wet and dry cavity conditions. Achievement of these two program objectives will demonstrate the efficacy of severe accident management guidelines for existing plants, and provide the technical basis for better containment designs for future plants. In terms of satisfying these objectives, the Management Board (MB) approved the conduct of two long-term 2-D Core-Concrete Interaction (CCI) experiments designed to provide information in several areas, including: (i) lateral vs. axial power split during dry core-concrete interaction, (ii) integral debris coolability data following late phase flooding, and (iii) data regarding the nature and extent of the cooling transient following breach of the crust formed at the melt-water interface. This data report provides thermal hydraulic test results from the CCI-2 experiment, which was conducted on August 24, 2004. Test specifications for CCI-2 are provided in Table 1-1. This experiment investigated the interaction of a fully oxidized 400 kg PWR core melt, initially containing 8 wt % Limestone/Common Sand (LCS) concrete, with a specially designed two-dimensional LCS concrete test section with an initial cross-sectional area of 50 cm x 50 cm. The report begins by providing a summary description of the CCI-2 test apparatus and operating procedures, followed by presentation of the thermal-hydraulic results. Detailed posttest debris examination results will be provided in a subsequent publication. Observations drawn within this report regarding the overall cavity erosion behavior may be subject to revision once the posttest examinations are completed, since these examinations will fully reveal the final cavity shape.

Farmer, M. T.; Lomperski, S.; Kilsdonk, D. J.; Aeschlimann, R. W.; Basu, S. (Nuclear Engineering Division); (NRC)

2011-05-23T23:59:59.000Z

371

Review of the Sodium Bearing Waste Treatment Project - Integrated Waste Treatment Unit Federal Operational Readiness Review  

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

Federal Operational Readiness Review June 2012 Office of Safety and Emergency Management Evaluations Office of Enforcement and Oversight Office of Health, Safety and Security U.S. Department of Energy i Table of Contents 1.0 Purpose ................................................................................................................................................... 1 2.0 Background ............................................................................................................................................ 1 3.0 Scope ...................................................................................................................................................... 2 4.0 Results ................................................................................................................................................... 2

372

Phase 5 storage (Project W-112) Central Waste Complex operational readiness review, final report  

Science Conference Proceedings (OSTI)

This document is the final report for the RFSH conducted, Contractor Operational Readiness Review (ORR) for the Central Waste Complex (CWC) Project W-112 and Interim Safety Basis implementation. As appendices, all findings, observations, lines of inquiry and the implementation plan are included.

Wight, R.H.

1997-05-30T23:59:59.000Z

373

Capture-Ready Coal Plants -Options, Technologies and Economics Mark C. Bohm1  

E-Print Network (OSTI)

1 Capture-Ready Coal Plants - Options, Technologies and Economics Mark C. Bohm1 , Howard J. Herzog1 be employed during the initial design and construction of a both pulverized coal and integrated gasification the Internet in the summer of 2006 [7]. Introduction Interest in the construction of coal-fired power

374

Capture-ready coal plants--Options, technologies and Mark C. Bohm a  

E-Print Network (OSTI)

Capture-ready coal plants--Options, technologies and economics Mark C. Bohm a , Howard J. Herzog a. Introduction Interest in the construction of coal-fired power generation has increased significantly in recent the construction of coal-fired plants. Worldwide, the installed capacity of coal-fired plants is expected

375

Team leader`s preparation guide for Operational Readiness Reviews (ORR)  

Science Conference Proceedings (OSTI)

This document provides instructions, explanations, and examples for the performance of all phases of an Operational Readiness Review (ORR). Details pertinent to the team leader, team members, and review coordinator are outlined. Sample forms and correspondence are included in appendices. Although this document is for use by DOE ORR team leaders, it can be used by contractor ORR team leaders also.

Not Available

1994-09-01T23:59:59.000Z

376

Readiness plan, Hanford 300 Area Treated Effluent Disposal Facility: Revision 1  

Science Conference Proceedings (OSTI)

The 300 Area Treated Effluent Disposal Facility (TEDF) is designed for the collection, treatment, and eventual disposal of liquid waste from the 300 Area Process Sewer (PS) system. The PS currently discharges water to the 300 Area Process Trenches. Facilities supported total 54 buildings, including site laboratories, inactive buildings, and support facilities. Effluent discharges to the process sewer from within these facilities include heating, ventilation, and air conditioning systems, heat exchangers, floor drains, sinks, and process equipment. The wastewaters go through treatment processes that include iron coprecipitation, ion exchange and ultraviolet oxidation. The iron coprecipitation process is designed to remove general heavy metals. A series of gravity filters then complete the clarification process by removing suspended solids. Following the iron coprecipitation process is the ion exchange process, where a specific resin is utilized for the removal of mercury. The final main unit operation is the ultraviolet destruction process, which uses high power ultraviolet light and hydrogen peroxide to destroy organic molecules. The objective of this readiness plan is to provide the method by which line management will prepare for a Readiness Assessment (RA) of the TEDF. The self-assessment and RA will assess safety, health, environmental compliance and management readiness of the TEDF. This assessment will provide assurances to both WHC and DOE that the facility is ready to start-up and begin operation.

Storm, S.J.

1994-11-08T23:59:59.000Z

377

Operational Readiness Review Final Report For F-Canyon Restart. Phase 1  

SciTech Connect

An independent WSRC Operational Readiness Review was performed for the restart of Phase 1 processing in F-Canyon, Building 221-F. Readiness to restart the Second Plutonium Cycle process and solvent recovery was assessed. The ORR was conducted by an ORR board of ten members with the support of a subject matter expert. The chairman and four members were drawn from the Operational Safety Evaluation Department, ESH& QA Division; additional members were drawn from other WSRC divisions, independent of the F-Canyon operating division (NMPD). Based on the results of the readiness verification assessments performed according to the ORR plan and the validation of pre-restart corrective actions, the WSRC independent ORR Board has concluded that the facility has achieved the state of readiness committed to in the Restart Plan. Also, based on the scope of the ORR, it is the opinion of the board that F-Canyon Phase 1 processes can be restarted without undue risk to the safety of the public and onsite workers and without undue risk to the environment.

McFarlane, A.F.; Spangler, J.B.

1995-04-05T23:59:59.000Z

378

A Market Analysis of the Ready-To-Assemble Furniture Industry  

E-Print Network (OSTI)

manufacturers in the Macon Ridge Economic Development Region in Northeast Louisiana. The Ready-To-Assemble (RTA. The manufacturing process of RTA furniture after the design stage is basically panel sizing for sides, ends, backs against scratches (7). In addition, recent advances in production machinery have enabled #12;3 producers

379

River Protection Project (RPP) Readiness to Proceed 2 Internal Independent Review Team Final Report  

SciTech Connect

This report describes the results of an independent review team brought in to assess CH2M Hill Hanford Group's readiness and ability to support the RPP's move into its next major phase - retrieval and delivery of tank waste to the Privatization Contractor

SCHAUS, P.S.

2000-03-29T23:59:59.000Z

380

River Protection Project (RPP) Readiness to Proceed 2 Internal Independent Review Team Final Report  

SciTech Connect

This report describes the results of an independent review team brought in to assess CH2M HILL Hanford's readiness and ability to support the RPP's move into its next major phase - retrieval and delivery of tank waste to the Privatization Contractor.

SCHAUS, P.S.

2000-03-15T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Focus Sheet | Hazardous Waste Checklist How to be ready for state hazardous waste  

E-Print Network (OSTI)

Focus Sheet | Hazardous Waste Checklist How to be ready for state hazardous waste inspectors. See a hazardous waste inspection. ons, rrosive. n hemicals? ical waste. Waste-like chemicals have als Are you. Are your waste containers properly labeled? us Waste label as soon t Do you accumulate waste in a safe

Wilcock, William

382

Developing a practical framework for ERP readiness assessment using fuzzy analytic network process  

Science Conference Proceedings (OSTI)

Previous studies report unusually high failure in enterprise resource planning (ERP) projects. Thus, it is necessary to perform an assessment at the initial stage of an ERP implementation program to identify weaknesses or problems which may lead to project ... Keywords: Critical success factors (CSF), Enterprise resource planning (ERP), Fuzzy analytic network process, Readiness assessment

Jafar Razmi; Mohamad Sadegh Sangari; Reza Ghodsi

2009-11-01T23:59:59.000Z

383

Bayesian prediction of modulus of elasticity of self consolidated concrete  

E-Print Network (OSTI)

Current models of the modulus of elasticity, E , of concrete recommended by the American Concrete Institute (ACI) and the American Association of State Highway and Transportation Officials (AASHTO) are derived only for normally vibrated concrete (NVC). Because self consolidated concrete (SCC) mixtures used today differ from NVC in the quantities and types of constituent materials, mineral additives, and chemical admixtures, the current models may not take into consideration the complexity of SCC, and thus they may predict the E of SCC inaccurately. Although some authors recommend specific models to predict the E of SCC, they include only a single variable of assumed importance, namely the compressive strength of concrete, c f ? . However there are other parameters that may need to be accounted for while developing a prediction model for the E of SCC. In this research, a Bayesian variable selection method is implemented to identify the significant parameters in predicting the E of SCC and more accurate models for the E are generated using these variables. The models have a parsimonious parameterization for ease of use in practice and properly account for the prevailing uncertainties.

Bhattacharjee, Chandan

2007-12-01T23:59:59.000Z

384

Report on aging of nuclear power plant reinforced concrete structures  

Science Conference Proceedings (OSTI)

The Structural Aging Program provides the US Nuclear Regulatory Commission with potential structural safety issues and acceptance criteria for use in continued service assessments of nuclear power plant safety-related concrete structures. The program was organized under four task areas: Program Management, Materials Property Data Base, Structural Component Assessment/Repair Technology, and Quantitative Methodology for Continued Service Determinations. Under these tasks, over 90 papers and reports were prepared addressing pertinent aspects associated with aging management of nuclear power plant reinforced concrete structures. Contained in this report is a summary of program results in the form of information related to longevity of nuclear power plant reinforced concrete structures, a Structural Materials Information Center presenting data and information on the time variation of concrete materials under the influence of environmental stressors and aging factors, in-service inspection and condition assessments techniques, repair materials and methods, evaluation of nuclear power plant reinforced concrete structures, and a reliability-based methodology for current and future condition assessments. Recommendations for future activities are also provided. 308 refs., 61 figs., 50 tabs.

Naus, D.J.; Oland, C.B. [Oak Ridge National Lab., TN (United States); Ellingwood, B.R. [Johns Hopkins Univ., Baltimore, MD (United States). Dept. of Civil Engineering

1996-03-01T23:59:59.000Z

385

Mixed waste: Proceedings  

SciTech Connect

This volume contains the peer-reviewed and edited versions of papers submitted for presentation a the Second International Mixed Waste Symposium. Following the tradition of the First International Mixed Waste Symposium, these proceedings were prepared in advance of the meeting for distribution to participants. The symposium was organized by the Mixed Waste Committee of the American Society of Mechanical Engineers. The topics discussed at the symposium include: stabilization technologies, alternative treatment technologies, regulatory issues, vitrification technologies, characterization of wastes, thermal technologies, laboratory and analytical issues, waste storage and disposal, organic treatment technologies, waste minimization, packaging and transportation, treatment of mercury contaminated wastes and bioprocessing, and environmental restoration. Individual abstracts are catalogued separately for the data base.

Moghissi, A.A.; Blauvelt, R.K.; Benda, G.A.; Rothermich, N.E. [eds.] [Temple Univ., Philadelphia, PA (United States). Dept. of Environmental Safety and Health

1993-12-31T23:59:59.000Z

386

Nondestructive Evaluation of Concrete Structures at BAM | ornl.gov  

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

Nondestructive Evaluation of Concrete Structures at BAM Nondestructive Evaluation of Concrete Structures at BAM Jan 17 2014 10:00 AM - 11:00 AM Dr. Herbert Wiggenhauser, Federal Institute for Materials Research and Testing (BAM), Berlin, Germany EESRD Seminar Weinberg Auditorium CONTACT : Email: Dwight Clayton Phone:865.576.8134 Add to Calendar SHARE NDT of concrete structures at BAM (Federal Institute for Materials Research and Testing) in Berlin/Germany is focussed on the evaluation of structural properties in RC structures: Location of reinforcement, position of tendon ducts, condition of grouting in tendons, presence and location of honeycombs, sizing of cracks and others. These testing tasks are mainly solved using GPR (ground penetrating radar) and low frequency ultrasound pulse echo. Scanning and automation supports the evaluations and

387

Transient analysis of LMFBR reinforced/prestressed concrete containment  

SciTech Connect

The use of prestressed concrete reactor vessels (PCRVs) for LMFBR containment creates a need for analytical methods for treating the transient response of such structures, for LMFBR containment must be capable of sustaining the dynamic effects which arise in a hypothetical core disruptive accident (HCDA). These analyses require several unique features: a model of concrete which includes tensile cracking, a methodology for representing the prestressing tendons and for simulating the prestressing operation, and an efficient computational tool for treating the transient response. For the purpose of treating the transient response, a finite element program with explicit time integration was chosen. For the purpose of illustrating the applicability of these techniques and the validity of the models for concrete and the prestressing tendons, several example solutions are presented and compared with experimental results.

Marchertas, A.H.; Belytschko, T.B.; Bazant, Z.P.

1979-01-01T23:59:59.000Z

388

TEST METHOD FOR COEFFICIENT OF LINEAR THERMAL EXPANSION OF CONCRETE  

E-Print Network (OSTI)

1.1 This method covers the determination of the coefficient of linear thermal expansion of concrete test specimens by determinations of length change due to temperature changes. Because the thermal coefficient of concrete varies with moisture condition, being a minimum when saturated or oven dry and a maximum at about 70 percent saturated, it is important to select the relevant moisture condition for the tests to be made. 2. Apparatus 2.1. The apparatus shall consist of: 2.1.1 Heating Bath- A water bath in which concrete specimens can be maintained at a temperature of 140 2 F (60 1.1 C) (Note 1) 2.1.2 Cooling Bath- A water bath in which

unknown authors

1981-01-01T23:59:59.000Z

389

Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers  

Alternative Fuels and Advanced Vehicles Data Center (EERE)

Ozinga Adds 14 Natural Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet to someone by E-mail Share Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on Facebook Tweet about Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on Twitter Bookmark Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on Google Bookmark Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on Delicious Rank Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on Digg Find More places to share Alternative Fuels Data Center: Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet on AddThis.com... Sept. 28, 2013 Ozinga Adds 14 Natural Gas Concrete Mixers to Its Fleet

390

Lightweight concrete : investigations into the production of variable density cellular materials  

E-Print Network (OSTI)

This research focuses on the intersection between material composition and form in the development of a new type of concrete. As concrete is the most widely used building material in the world, innovation in this material ...

Cooke, Timothy Graham

2012-01-01T23:59:59.000Z

391

The Effect of Elevated Temperature on Concrete Materials and Structures - a Literature Review.  

Science Conference Proceedings (OSTI)

The objective of this limited study was to provide an overview of the effects of elevated temperature on the behavior of concrete materials and structures. In meeting this objective the effects of elevated temperatures on the properties of ordinary Portland cement concrete constituent materials and concretes are summarized. The effects of elevated temperature on high-strength concrete materials are noted and their performance compared to normal strength concretes. A review of concrete materials for elevated-temperature service is presented. Nuclear power plant and general civil engineering design codes are described. Design considerations and analytical techniques for evaluating the response of reinforced concrete structures to elevated-temperature conditions are presented. Pertinent studies in which reinforced concrete structural elements were subjected to elevated temperatures are described.

Naus, Dan J [ORNL

2006-03-01T23:59:59.000Z

392

Seismic Performance, Modeling, and Failure Assessment of Reinforced Concrete Shear Wall Buildings  

E-Print Network (OSTI)

of Structural Engineering, ASCE, V. 117, No. 5, pp. 1514-J. P. , (2007). Update to ASCE/SEI 41 Concrete Provisions.Model for Confined Concrete", ASCE Journal of Structural

Tuna, Zeynep

2012-01-01T23:59:59.000Z

393

Light Water Reactor Sustainability Nondestructive Evaluation for Concrete  

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

Nondestructive Evaluation for Nondestructive Evaluation for Concrete Research and Development Roadmap Light Water Reactor Sustainability Nondestructive Evaluation for Concrete Research and Development Roadmap Materials issues are a key concern for the existing nuclear reactor fleet as material degradation can lead to increased maintenance, increased downtown, and increased risk. Extending reactor life to 60 years and beyond will likely increase susceptibility and severity of known forms of degradation. Additionally, new mechanisms of materials degradation are also possible. The purpose of the US Department of Energy Office of Nuclear Energy's Light Water Reactor Sustainability (LWRS) Program is to develop technologies and other solutions that can improve the reliability, sustain the safety, and extend

394

Economic assessment of polymer concrete usage in geothermal power plants  

DOE Green Energy (OSTI)

Results of a study established to review the Heber and Niland, California 50 MWe conceptual geothermal power plants designs and to identify areas where non-metallic materials, such as polymer concrete, can be technically and economically employed are reported. Emphasis was directed toward determining potential economic advantages and resulting improvements in plant availability. It is estimated that use of polymer concrete in the Heber plant will effect a savings of 6.18 mills per KWH in the cost of power delivered to the network, a savings of 9.7%. A similar savings should be effected in the Niland plant.

Not Available

1977-11-01T23:59:59.000Z

395

Mixed Waste Characterization Guidelines  

Science Conference Proceedings (OSTI)

This report presents an overview of the process of characterizing potential mixed waste streams from nuclear power plants. Utility experts developed these guidelines to help guide utility personnel through the characterization process and provide a mechanism for properly documenting the characterization of individual waste streams.

1995-12-31T23:59:59.000Z

396

Mercury Emissions from Curing Concretes that Contain Fly Ash and Activated Carbon Sorbents  

Science Conference Proceedings (OSTI)

This report presents new laboratory data on the release of mercury from concrete containing fly ash and powdered activated carbon sorbents used to capture mercury. The concretes studied in this project were made with fly ashes from lignite and subbituminous coal, including fly ashes containing powdered activated carbon (PAC). Minute quantities of mercury were emitted from five concretes during the standard 28-day curing process and throughout an additional 28 days of curing for two of these concretes. Ge...

2006-09-07T23:59:59.000Z

397

Monitoring the Durability Performance of Concrete in Nuclear Waste Containment. Second technical progress report  

Science Conference Proceedings (OSTI)

OAK-B135 Monitoring the Durability Performance of Concrete in Nuclear Waste Containment. Second technical progress report

Ulm, Franz-Josef

1999-12-31T23:59:59.000Z

398

Advanced Nuclear Technology: Quality Control of Concrete During Construction - Voids Detection  

Science Conference Proceedings (OSTI)

The main type of degradation of concrete structures during the construction of nuclear power plants has been the existence of honeycombs and voids due to inadequate concrete design and placement. The detection of these honeycombs and voids in concrete structures has been attempted with nondestructive evaluation technologies with limited success. The addition of steel-concrete construction techniques further complicates the ability of these technologies to ...

2012-12-22T23:59:59.000Z

399

Sustainable Concrete with Industrial and Post-Consumer By-Products  

E-Print Network (OSTI)

with recycled-aggregates and fly ash shows no deleterious effect on the durability of reinforced concrete that the addition of residual solids in concrete enhances its durability properties in freezing and thawing(1), 91-100. Sonebi, M. (2004), "Medium strength self-compacting concrete containing fly ash: modeling

Wisconsin-Milwaukee, University of

400

Engineered Cementitious Composites (ECC) Bendable Concrete Fracture MechanicsExperiments and Observations  

E-Print Network (OSTI)

and normal concrete Figure 3. Tensile stress-strain behavior of fiber reinforced geopolymer [1] V.C. Li , "On reinforced geopolymer Property Fiber reinforced geopolymer Normal concrete Compressive strength (MPa) 17.4 40Engineered Cementitious Composites (ECC) ­ Bendable Concrete Fracture Mechanics

Li, Victor C.

Note: This page contains sample records for the topic "ready mix concrete" 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

Linseed Oil-Based Concrete Surface Treatment -for Building and Highway Structures in  

E-Print Network (OSTI)

, Linseed Oil-Based Concrete Surface Treatment -for Building and Highway Structures in Hong Kong Y using jour Canadian linseed oil- based sealants on concrete specimens madejrom G30120 and G45120 Keywords: Unseed Oil, Concrete Surface Treatment, Salt Spray Resistance, Carbonation, Bond Strength, Ultra

402

Behaviour of the sustainable fiber reinforced concrete with recycled aggregate after loading  

Science Conference Proceedings (OSTI)

This paper presents an experimental investigation of fiber reinforced concrete made from construction and demolition waste - recycled concrete and masonry aggregate with and without polypropylene fibres. This work was aimed at evaluating physical - mechanical ... Keywords: composite material, ductility, fiber reinforced concrete, fibres, flexural strength, properties, pseudo-working diagram, splitting strength

Vladimira Vytlacilova

2011-11-01T23:59:59.000Z

403

Seismic fracture analysis of concrete gravity dams including dam-reservoir interaction  

Science Conference Proceedings (OSTI)

In this study, the seismic fracture response of concrete gravity dams is investigated with considering the effects of dam-reservoir interaction. A co-axial rotating crack model (CRCM), which includes the strain softening behavior, is selected for concrete ... Keywords: Concrete gravity dam, Dam-reservoir interaction, Non-linear analysis, Seismic fracture

Yusuf Calayir; Muhammet Karaton

2005-07-01T23:59:59.000Z

404

State Environmental Policy Act (SEPA) environmental checklist forms for 304 Concretion Facility Closure Plan. Revision 2  

SciTech Connect

The 300 Area of the Hanford Site contains reactor fuel manufacturing facilities and several research and development laboratories. Recyclable scrap uranium with zircaloy-2 and copper silicon alloy, uranium-titanium alloy, beryllium/zircaloy-2 alloy, and zircaloy-2 chips and fines were secured in concrete billets (7.5-gallon containers) in the 304 Facility, located in the 300 Area. The beryllium/zircaloy-2 alloy and zircaloy-2 chips and fines are designated as mixed waste with the characteristic of ignitability. The concretion process reduced the ignitability of the fines and chips for safe storage and shipment. This process has been discontinued and the 304 Facility is now undergoing closure as defined in the Resource Conservation and Recovery Act (RCRA) of 1976 and the Washington Administrative Code (WAC) Dangerous Waste Regulations, WAC 173-303-040. This closure plan presents a description of the 304 Facility, the history of materials and waste managed, and the procedures that will be followed to close the 304 Facility. The 304 Facility is located within the 300-FF-3 (source) and 300-FF-5 (groundwater) operable units, as designated in the Hanford Federal Facility Agreement and Consent Order (Tri-Party Agreement) (Ecology et al. 1992). Contamination in the operable units 300-FF-3 and 300-FF-5 is scheduled to be addressed through the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) of 1980 remedial action process. Therefore, all soil remedial action at the 304 Facility will be conducted as part of the CERCLA remedial action of operable units 300-FF-3 and 300-FF-5.

Not Available

1993-11-01T23:59:59.000Z

405

Mixed Seed Laboratory Proficiency Testing Program Mixed Seed  

Science Conference Proceedings (OSTI)

Laboratory Proficiency Testing service for Sunflower,Safflower, and Canola to test Oil, Clean Seed Basis, Nitrogen, Free Fatty Acids, Glucosinolates, Chlorophyll. Mixed Seed Laboratory Proficiency Testing Program Mixed Seed Laboratory Proficiency Program

406

ASSESSMENT OF RELEASE RATES FOR RADIONUCLIDES IN ACTIVATED CONCRETE.  

Science Conference Proceedings (OSTI)

The Maine Yankee (MY) nuclear power plant is undergoing the process of decontamination and decommissioning (D&D). Part of the process requires analyses that demonstrate that any radioactivity that remains after D&D will not cause exposure to radioactive contaminants to exceed acceptable limits. This requires knowledge of the distribution of radionuclides in the remaining material and their potential release mechanisms from the material to the contacting groundwater. In this study the concern involves radionuclide contamination in activated concrete in the ICI Sump below the containment building. Figures 1-3 are schematic representations of the ICI Sump. Figure 2 and 3 contain the relevant dimensions needed for the analysis. The key features of Figures 2 and 3 are the 3/8-inch carbon steel liner that isolates the activated concrete from the pit and the concrete wall, which is between 7 feet and 7 feet 2 inches thick. During operations, a small neutron flux from the reactor activated the carbon steel liner and the concrete outside the liner. Current MY plans call for filling the ICI sump with compacted sand.

SULLIVAN,T.M.

2003-08-23T23:59:59.000Z

407

Modeling of Sulfate Resistance of Flyash Blended Cement Concrete Materials  

E-Print Network (OSTI)

Modeling of Sulfate Resistance of Flyash Blended Cement Concrete Materials Barzin Mobasher1 or water with high SO3 content. External sulfate 2007 World of Coal Ash (WOCA), May 7-10, 2007, Covington, the effect of curing (especially in the case of blended cements) and the effect of the pH change during

Mobasher, Barzin

408

Innovative technologies for recycling contaminated concrete and scrap metal  

SciTech Connect

Decontamination and decommissioning of US DOE`s surplus facilities will generate enormous quantities of concrete and scrap metal. A solicitation was issued, seeking innovative technologies for recycling and reusing these materials. Eight proposals were selected for award. If successfully developed, these technologies will enable DOE to clean its facilities by 2019.

Bossart, S.J. [USDOE Morgantown Energy Technology Center, WV (United States); Moore, J. [USDOE Oak Ridge Operations Office, TN (United States)

1993-09-01T23:59:59.000Z

409

Corresponding author Measuring Concrete Crosstie Rail Seat Pressure Distribution  

E-Print Network (OSTI)

Mediavilla 4 Rail Transportation and Engineering Center ­ RailTEC 2 Department of Civil and Environmental loads and cumulative freight tonnages, as well as increased interest in high speed passenger rail1 Corresponding author Measuring Concrete Crosstie Rail Seat Pressure Distribution with Matrix

Barkan, Christopher P.L.

410

Nozzle mixing apparatus  

DOE Patents (OSTI)

This invention is comprised of a nozzle device for causing two fluids to mix together. In particular, a spray nozzle comprise two hollow, concentric housings, an inner housing and an outer housing. The inner housing has a channel formed therethrough for a first fluid. Its outer surface cooperates with the interior surface of the outer housing to define the second channel for a second fluid. The outer surface of the inner housing and the inner surface of the outer housing each carry a plurality of vanes that interleave but do not touch, each vane of one housing being between two vanes of the other housing. The vanes are curved and the inner surface of the outer housing and the outer surface of the inner housing converge to narrow the second channel. The shape of second channel results in a swirling, accelerating second fluid that will impact the first fluid just past the end of the nozzle where mixing will take place.

Mensink, D.L.

1992-12-31T23:59:59.000Z

411

Technology Readiness Assessment (TRA)/Technology Maturation Plan (TMP) Process Guide  

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

U U U . . S S . . D D e e p p a a r r t t m m e e n n t t o o f f E E n n e e r r g g y y O O f f f f i i c c e e o o f f E E n n v v i i r r o o n n m m e e n n t t a a l l M M a a n n a a g g e e m m e e n n t t Technology Readiness Assessment (TRA) / Technology Maturation Plan (TMP) Process Guide March 2008 U.S. DOE Office of Environmental Management March 2008 TRA/TMP Process Guide Page 2 of 48 TABLE OF CONTENTS 1.0 INTRODUCTION ...................................................................................................................... 4 1.1 Document Purpose............................................................................................................................ 4 2.0 OVERVIEW OF TECHNOLOGY READINESS ASSESSMENTS AND TECHNOLOGY MATURATION PLANS ............................................................................................................

412

Joint Actinide Shock Physics Experimental Research Facility Restart Operational Readiness Review Pre- Visit  

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

NNSS-2011-04-28 NNSS-2011-04-28 Site: Nevada National Security Site Subject: Office of Enforcement and Oversight's Office of Safety and Emergency Management Evaluations Activity Report for the Joint Actinide Shock Physics Experimental Research Facility Restart Operational Readiness Review Pre- Visit Dates of Activity: 04/25/2011 - 04/28/2011 Report Preparer William Macon Activity Description/Purpose: In coordination with the National Nuclear Security Administration (NNSA) Service Center, the Office of Health, Safety and Security (HSS) site lead participated in a pre-visit for the NNSA Operational Readiness Review (ORR) of the Joint Actinide Shock Physics Experimental Research (JASPER) facility restart conducted April 25-28, 2011. The site lead also participated

413

Preliminary Technology Readiness Assessment (TRA) for the Calcine Disposition Project Volume 2 (CDP)  

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

PRELIMINARY TECHNOLOGY PRELIMINARY TECHNOLOGY OF THE CALCINE Prepared by the U.S. Department of Energy ECHNOLOGY READINESS ASSESSMENT ALCINE DISPOSITION PROJECT VOLUME TWO Anthony F. Kluk Hoyt C. Johnson Clyde Phillip McGinnis Michael Rinker Steven L. Ross Herbert G. Sutter John Vienna February 2011 Prepared by the U.S. Department of Energy Washington, DC SSESSMENT ROJECT 412.09 (06/03/2009 - Rev. 11) CALCINE DISPOSITION PROJECT TECHNOLOGY MATURATION PLAN Identifier: Revision*: Page: PLN-1482 2 C-1 of C-317 Appendix C Appendix C Checklists for Critical Technology Elements and Technology Readiness Levels This appendix provides the CTE and TRL checklists for the CTEs. For the TRL questions that receive a "Y" (yes) response, the supporting documentation is provided with a complete reference at the

414

Are We Ready to Propose Guidelines for Health-Based Ventilation?  

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

Are We Ready to Propose Guidelines for Health-Based Ventilation? Are We Ready to Propose Guidelines for Health-Based Ventilation? Speaker(s): Pawel Wargocki Date: October 14, 2013 - 12:00pm - 1:00pm Location: 90-3122 Seminar Host/Point of Contact: Mark Mendell Guidelines for health-based ventilation in Europe are proposed. They follow the premise of controlling exposures to indoor air pollutants of both indoor and outdoor origin. Exposures are controlled through a two-step sequential approach, in which source control is the primary strategy, while ventilation is the secondary strategy once all options for source control have been fully implemented. World Health Organization (WHO) air quality (AQ) guidelines are used to set the exposure limits. A decision diagram is created for guidance through the process of source control and to aid in

415

DOE handbook: Guide to good practices for operational readiness reviews (ORR) team leader`s guide  

SciTech Connect

This guidance section provides instructions, explanations and examples for the performance of all phases of an Operational Readiness Review (ORR). Details pertinent to the Team Leader (TL), Team Members (TM) and Review Coordinator (RC) are outlined. An appendix contains sample forms and correspondence which are typically used to initiate and perform the ORR. Although this document was written specifically for use by DOE ORR Team Leaders, its use may also be beneficial to contractor ORR Team Leaders. The handbook is also useful for Team Leaders of Readiness Assessments conducted in accordance with requirements of DOE O 425.1. Lessons learned, which are promulgated with this handbook, will benefit any line manager, particularly those preparing a facility or process for startup or restart.

NONE

1994-09-01T23:59:59.000Z

416

Mixed Waste Recycling Exemption  

Science Conference Proceedings (OSTI)

As part of an ongoing integrated mixed waste program, EPRI has documented the process for obtaining state approval to apply the Resource Conservation and Recovery Act (RCRA) recycling exemption. This report examines the regulatory basis for the recycling exemption and the strategy for designing and operating a recycling facility to meet that exemption. Specifically addressed is the process of submitting an actual recycling exemption request to an RCRA authorized state and potential roadblocks utilities m...

1998-11-30T23:59:59.000Z

417

OECD MMCI 2-D Core Concrete Interaction (CCI) tests : CCCI-1 test data report-thermalhydraulic results. Rev 0 January 31, 2004.  

SciTech Connect

The Melt Attack and Coolability Experiments (MACE) program addressed the issue of the ability of water to cool and thermally stabilize a molten core-concrete interaction when the reactants are flooded from above. These tests provided data regarding the nature of corium interactions with concrete, the heat transfer rates from the melt to the overlying water pool, and the role of noncondensable gases in the mixing processes that contribute to melt quenching. As a follow-on program to MACE, The Melt Coolability and Concrete Interaction Experiments (MCCI) project is conducting reactor material experiments and associated analysis to achieve the following objectives: (1) resolve the ex-vessel debris coolability issue through a program that focuses on providing both confirmatory evidence and test data for the coolability mechanisms identified in MACE integral effects tests, and (2) address remaining uncertainties related to long-term two-dimensional molten coreconcrete interactions under both wet and dry cavity conditions. Achievement of these two program objectives will demonstrate the efficacy of severe accident management guidelines for existing plants, and provide the technical basis for better containment designs for future plants. In terms of satisfying these objectives, the Management Board (MB) approved the conduct of two long-term 2-D Core-Concrete Interaction (CCI) experiments designed to provide information in several areas, including: (i) lateral vs. axial power split during dry core-concrete interaction, (ii) integral debris coolability data following late phase flooding, and (iii) data regarding the nature and extent of the cooling transient following breach of the crust formed at the melt-water interface. This data report provides thermal hydraulic test results from the CCI-1 experiment, which was conducted on December 19, 2003. Test specifications for CCI-1 are provided in Table 1-1. This experiment investigated the interaction of a fully oxidized 400 kg PWR core melt, initially containing 8 wt % calcined siliceous concrete, with a specially designed two-dimensional siliceous concrete test section with an initial cross-sectional area of 50 cm x 50 cm. The report begins by providing a summary description of the CCI-1 test apparatus and operating procedures, followed by presentation of the thermal-hydraulic results. The posttest debris examination results will be provided in a subsequent publication. Observations drawn within this report regarding the overall cavity erosion behavior may be subject to revision once the posttest examinations are completed, since these examinations will fully reveal the final cavity shape.

Farmer, M. T.; Lomperski, S.; Aeschlimann, R. W.; Basu, S. (Nuclear Engineering Division)

2011-05-23T23:59:59.000Z

418

Radiolytic gas production from concrete containing Savannah River Plant waste  

DOE Green Energy (OSTI)

To determine the extent of gas production from radiolysis of concrete containing radioactive Savannah River Plant waste, samples of concrete and simulated waste were irradiated by /sup 60/Co gamma rays and /sup 244/Cm alpha particles. Gamma radiolysis simulated radiolysis by beta particles from fission products in the waste. Alpha radiolysis indicated the effect of alpha particles from transuranic isotopes in the waste. With gamma radiolysis, hydrogen was the only significant product; hydrogen reached a steady-state pressure that increased with increasing radiation intensity. Hydrogen was produced faster, and a higher steady-state pressure resulted when an organic set retarder was present. Oxygen that was sealed with the wastes was depleted. Gamma radiolysis also produced nitrous oxide gas when nitrate or nitrite was present in the concrete. With alpha radiolysis, hydrogen and oxygen were produced. Hydrogen did not reach a steady-state pressure at <140 psi. From these results, estimates of pressure in conceptual containers (cylinders 2 feet ID by 10 feet tall, 90% full) of SRP waste concrete were made. During the first 300 years of storage when radiolysis will mainly be from beta-gamma radiation (from /sup 137/Cs and /sup 90/Sr), hydrogen will reach a steady-state pressure of 8 to 28 psi, and oxygen will be partially consumed. These predictions were confirmed by measurement of gas produced over a short time in a container of concrete and actual SRP waste. The tests with simulated waste also indicated that nitrous oxide may form, but because of the low nitrate or nitrite content of the waste, the maximum pressure of nitrous oxide after 300 years will be <60 psi. After decay of these fission products, alpha radiolysis from /sup 238/Pu and /sup 239/Pu will predominate; the hydrogen and oxygen pressures will increase to >200 psi.

Bibler, N.E.

1978-01-01T23:59:59.000Z

419

Southern California Edison: A Cross-Functional Approach to PEV Readiness  

Science Conference Proceedings (OSTI)

Southern California Edison (SCE) has supported the market introduction of plug-in electric vehicles (PEVs) since the early 1990s, mostly through research, development, and demonstration efforts and its nationally recognized EV Technical Center. In 2009, with the market reintroduction of battery electric vehicles (BEVs) and the new arrival of plug-in hybrid electric vehicles (PHEVs), SCE launched its PEV Readiness Program.The utility has benefited from having retained a longstanding ...

2013-06-28T23:59:59.000Z

420

San Diego Gas & Electric: Leading the Region to Electric Vehicle Readiness  

Science Conference Proceedings (OSTI)

Long before The EV Project announcement in 2009, SDG&E knew through its relationships with Nissan and General Motors (GM) that the automakers would bring PEVs to market. The utility knew it needed to lead the greater community to PEV readiness by working with all stakeholders. Together they would help PEV customers make informed purchasing decisions and realize all the benefits of electric transportation.

2013-08-31T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

What Does Open-Data-Ready Look Like? Jeff Kaplan Senior Consultant, ICT Unit, Open ePolicy Solutions  

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

Does Open-Data-Ready Does Open-Data-Ready Look Like? Jeff Kaplan - Senior Consultant, ICT Unit, Open ePolicy Solutions Email: jeff@openesolutions.com Twitter: @jeffkaplan88 Andrew Stott - UK Transparency Board, former UK Deputy CIO Email: andrew.stott@dirdigeng.com Twitter: @DirDigEng Workshop Intro 1. Workshop objective: Tool to assess readiness for an Open Data initiative 2. Why develop it? 3. How to develop it? 4. How to use it? Open Data Ecosystem Open Data Possible Readiness Categories Political leadership * Skills inside government * Skills outside government Policy & Legal Framework Financial requirements & funding * Organization & management in government * State of Data within government Demand for Data / Engagement Technical infrastructure requirements Reuse

422

Technology and Manufacturing Readiness of Early Market Motive and Non-Motive Hydrogen Storage Technologies for Fuel Cell Applications  

SciTech Connect

PNNLs objective in this report is to provide DOE with a technology and manufacturing readiness assessment to identify hydrogen storage technologies maturity levels for early market motive and non-motive applications and to provide a path forward toward commercialization. PNNLs Technology Readiness Assessment (TRA) is based on a combination of Technology Readiness Level (TRL) and Manufacturing Readiness Level (MRL) designations that enable evaluation of hydrogen storage technologies in varying levels of development. This approach provides a logical methodology and roadmap to enable the identification of hydrogen storage technologies, their advantages/disadvantages, gaps and R&D needs on an unbiased and transparent scale that is easily communicated to interagency partners. The TRA report documents the process used to conduct the TRA, reports the TRL and MRL for each assessed technology and provides recommendations based on the findings.

Ronnebro, Ewa

2012-06-16T23:59:59.000Z

423

15 Blog Posts to Get You Ready for Winter Savings | Department of Energy  

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

15 Blog Posts to Get You Ready for Winter Savings 15 Blog Posts to Get You Ready for Winter Savings 15 Blog Posts to Get You Ready for Winter Savings October 13, 2009 - 1:25pm Addthis Allison Casey Senior Communicator, NREL On Saturday, I woke up to three inches of snow on the ground. THREE INCHES! On October 10th! Despite having grown up in what one of my college roommates lovingly referred to as the "TUNDRA!" (a.k.a, Wisconsin, and yes, she spoke this word in horrified all-caps), I am opposed to winter. I mean, I get that winter should not go away. Climate change is bad. And things like skiing, ice skating, snow forts, and hot chocolate do make winter a bit more bearable. But it's just so... cold. And icy. And dark. Unfortunately, hibernation isn't really an option, and-in addition to extra doses of whining from yours truly-all of those cold, dark days can

424

File:CCS EA 2012 Web-ready.pdf | Open Energy Information  

Open Energy Info (EERE)

CCS EA 2012 Web-ready.pdf CCS EA 2012 Web-ready.pdf Jump to: navigation, search File File history File usage Metadata File:CCS EA 2012 Web-ready.pdf Size of this preview: 463 × 599 pixels. Other resolution: 464 × 600 pixels. Go to page 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 Go! next page → next page → Full resolution ‎(1,275 × 1,650 pixels, file size: 3.74 MB, MIME type: application/pdf, 77 pages) Summary Coyote Canyon South Geothermal Exploration EA from 2012 Licensing PD This file has been released into the public domain by the copyright holder, its copyright has expired, or it is ineligible for copyright. This applies worldwide.

425

Available Technologies: Mixed Bioenergy Feedstock ...  

APPLICATIONS OF TECHNOLOGY: Biomass pretreatment to extract 6C sugars from mixed feedstocks for . Lignocellulosic biofuel production; High value ...

426

Activities in support of continuing the service of nuclear power plant concrete structures  

SciTech Connect

In general, nuclear power plant concrete structure s performance has been very good; however, aging of concrete structures occurs with the passage of time that can potentially result in degradation if is effects are not controlled. Safety-related nuclear power plant concrete structures are described. In-service inspection and testing requirements in the U.S. are summarized. The interaction of the license renewal process and concrete structures is noted. A summary of operating experience related to aging of nuclear power plant concrete structures is provided. Several candidate areas are identified where additional research would be beneficial for aging management of nuclear power plant concrete structures. Finally, an update on recent activities at Oak Ridge National Laboratory related to aging management of nuclear power plant concrete structures is provided.

Naus, Dan J [ORNL

2012-01-01T23:59:59.000Z

427

Nuclear Energy Readiness Indicator Index (NERI): A benchmarking tool for assessing nuclear capacity in developing countries  

Science Conference Proceedings (OSTI)

Declining natural resources, rising oil prices, looming climate change and the introduction of nuclear energy partnerships, such as GNEP, have reinvigorated global interest in nuclear energy. The convergence of such issues has prompted countries to move ahead quickly to deal with the challenges that lie ahead. However, developing countries, in particular, often lack the domestic infrastructure and public support needed to implement a nuclear energy program in a safe, secure, and nonproliferation-conscious environment. How might countries become ready for nuclear energy? What is needed is a framework for assessing a country's readiness for nuclear energy. This paper suggests that a Nuclear Energy Readiness Indicator (NERI) Index might serve as a meaningful basis for assessing a country's status in terms of progress toward nuclear energy utilization under appropriate conditions. The NERI Index is a benchmarking tool that measures a country's level of 'readiness' for nonproliferation-conscious nuclear energy development. NERI first identifies 8 key indicators that have been recognized by the International Atomic Energy Agency as key nonproliferation and security milestones to achieve prior to establishing a nuclear energy program. It then measures a country's progress in each of these areas on a 1-5 point scale. In doing so NERI illuminates gaps or underdeveloped areas in a country's nuclear infrastructure with a view to enable stakeholders to prioritize the allocation of resources toward programs and policies supporting international nonproliferation goals through responsible nuclear energy development. On a preliminary basis, the indicators selected include: (1) demonstrated need; (2) expressed political support; (3) participation in nonproliferation and nuclear security treaties, international terrorism conventions, and export and border control arrangements; (4) national nuclear-related legal and regulatory mechanisms; (5) nuclear infrastructure; (6) the utilization of IAEA technical assistance; (7) participation in regional arrangements; and (8) public support for nuclear power. In this paper, the Index aggregates the indicators and evaluates and compares the level of readiness in seven countries that have recently expressed various degrees of interest in establishing a nuclear energy program. The NERI Index could be a valuable tool to be utilized by: (1) country officials who are considering nuclear power; (2) the international community, desiring reassurance of a country's capacity for the peaceful, safe, and secure use of nuclear energy; (3) foreign governments/NGO's, seeking to prioritize and direct resources toward developing countries; and (4) private stakeholders interested in nuclear infrastructure investment opportunities.

Saum-Manning,L.

2008-07-13T23:59:59.000Z

428

The Effects of Structured Work Experience on the Work-Readiness Skills of Students with Disabilities  

E-Print Network (OSTI)

It is common knowledge that employment is a large part of participation in society for all adults; and, one role of public education is to prepare students for these adult roles. Despite increasing school accountability measures for post-school outcomes of students with disabilities, a significant gap in employment between those with and those without disabilities remains. Work experience during high school has been established as the most consistent predictor of post-school employment. The problem is the lack of intervention research demonstrating ways of implementing programs that are associated with acquisition of work-readiness skills. The purpose of this study was to investigate the effects of structured work experience on the work-readiness skills of students with disabilities, and examine whether or not disability, or type of program, affected student outcomes while controlling for number of participant contact hours. To accomplish this purpose, a quasi- experimental one-group pretest-posttest design was selected and used. The target population for this study was high school students with disabilities in three high schools in Texas. The final sample included 37 students. The Becker Work Adjustment Profile: 2 was the instrument used to measure the participants work-readiness skills. The pretest was administered within two weeks of student entry into the program. The posttest was administered within two weeks of student exit from the program. Descriptive and inferential analyses were conducted to answer the primary and exploratory research questions. Inferential analyses included a dependent sample t test and an ANCOVA using number of participant contact hours as the covariate. Results indicated participation in a structured work experience program had a positive effect on the work-readiness skills of these participants. ANCOVA results indicated (a) disability type was not a significant factor affecting the work-readiness of the participants, (b) program type produced a statistically significant main effect, (c) there was no statistically significant interaction effect between disability type and program type, and (d) number of contact hours produced a statistically significant main effect. Future research studies should focus on replication of the current study results and examination of the long-term effects of participation in structured work experience programs on post-school outcomes.

Pacha, Jacqueline K

2013-05-01T23:59:59.000Z

429

Influence of Agricultural Dual Credit on Student College Readiness Self-Efficacy  

E-Print Network (OSTI)

The purpose of this correlational and descriptive study was to examine the influence of an agricultural dual credit course curriculum on student self-efficacy of college readiness as students matriculate to post-secondary education. To evaluate the personal characteristics, postsecondary plans, program perceptions and college readiness self-efficacy, a quantitative survey and online instrument was used to gather data and analyze information on high school students enrolled in agricultural education in both dual credit and non-dual credit courses primarily in the Middle Tennessee Region. The target population (N = 543) for this study was defined as students at 16 schools where the dual credit course was offered with the Middle Tennessee State University, School of Agribusiness and Agriscience in the 2011-2012 academic year. A total of 245 students from 16 secondary agricultural programs in seven different school districts across Tennessee, primarily in the Middle Tennessee region, participated in the study for a response rate of approximately 45%. This study examined college readiness of student participation in an agricultural dual credit course and sought to determine the relationship between student participation in a dual credit course offering and college readiness self-efficacy as well as student perceptions of the course offering. Course self-efficacy was higher among dual credit participants versus non-dual credit participants. Social self-efficacy was also higher for dual credit participants. Females had higher Course self-efficacy, and there was a positive relationship between GPA and each construct of the college readiness self-efficacy inventory. Participant perceptions of the agricultural dual credit program were also high. This study indicates that dual credit participants can confidently approach post-secondary options, and that they are more likely to be successful in college due to level of self-efficacy as they matriculate into college. Recommendations from the study include: Using the MTSU dual credit model in future dual credit course developments and collaborations; using findings as a basis for training future agricultural education teachers on how to improve CRSE; and additional and longitudinal studies to track dual credit students success in college.

Neely, Alanna L.

2013-08-01T23:59:59.000Z

430

B Lifetimes and Mixing  

SciTech Connect

The Tevatron experiments, CDF and D0, have produced a wealth of new B-physics results since the start of Run II in 2001. We've observed new B-hadrons, seen new effects, and increased many-fold the precision with which we know the properties of b-quark systems. In these proceedings, we will discuss two of the most fruitful areas in the Tevatron B-physics program: lifetimes and mixing. We'll examine the experimental issues driving these analyses, present a summary of the latest results, and discuss prospects for the future.

Evans, Harold G.; /Indiana U.

2009-05-01T23:59:59.000Z

431

Rectangular Reinforced Concrete Beams Strengthened with CFRP Straps  

E-Print Network (OSTI)

, the rate of softening increases (see Fig. 2(a)). The principal tensile strain at the crack plane slipping stage (??_????) corresponds to the intersection of the curves represented by Eqns. 1 and 2. Fig. 2(b) shows the behavior of ??_???? vs ? assuming ??... increases significantly, the crack planes start to slip, and the steel web reinforcement tends to yield. The aggregate interlocking mechanism and the concrete contribution towards the shear strength deteriorate [Yapa 2011]. If however the beam 2...

Yapa, Hiran D.; Lees, Janet M.

2013-07-13T23:59:59.000Z

432

The Effect of Hydrostatic Pressure on the Fracture of Concrete  

Science Conference Proceedings (OSTI)

The topic of this research deals with (1) the hydrostatic distribution along dam upstream face cracks and (2) the material resistance versus cracking when water pressure is present in the crack. Fracture experiments were performed where hydrostatic pressure was present during formation and growth of a crack in a concrete specimen. Experimental results yielded information regarding both the pressure distribution along cracks and the fracture properties as affected by the presence of hydrostatic pressure. ...

1995-12-14T23:59:59.000Z

433

Concrete Cleaning, Inc. centrifugal shot blaster: Baseline report  

Science Conference Proceedings (OSTI)

The centrifugal shot blaster technology was tested and is being evaluated at Florida International University (FIU) as a baseline technology. In conjunction with FIU`s evaluation of efficiency and cost, this report covers the evaluation conducted for safety and health issues. It is a commercially available technology and has been used for various projects at locations throughout the country. The centrifugal shot blaster is an electronically operated shot blast machine that has been modified to remove layers of concrete to varying depths. A hardened steel shot propelled at a high rate of speed abrades the surface of the concrete. The depth of material removed is determined by the rate of speed the machine is traveling and the volume of shot being fired into the blast chamber. The steel shot is recycled and used over until it is pulverized into dust, which ends up in the waste container with the concrete being removed. Debris is continually vacuumed by a large dust collection system attached to the shot blaster. The safety and health evaluation during the human factors assessment focused on two main areas: noise and dust.

NONE

1997-07-31T23:59:59.000Z

434

fuel mix | OpenEI  

Open Energy Info (EERE)

mix mix Dataset Summary Description The UK Department of Energy and Climate Change (DECC) publishes an annual "fuel mix disclosure data table" as defined in the Electricity (Fuel Mix Disclosure) Regulations 2005. This dataset represents April 1, 2009 - March 31, 2010. Source UK Department of Energy and Climate Change (DECC) Date Released March 31st, 2010 (4 years ago) Date Updated Unknown Keywords fuel mix UK Data application/vnd.openxmlformats-officedocument.spreadsheetml.sheet icon UK.fuel_.mix_.disclosure.4.2009.4.2010.xlsx (xlsx, 38.2 KiB) Quality Metrics Level of Review Some Review Comment Temporal and Spatial Coverage Frequency Time Period License License Other or unspecified, see optional comment below Comment UK Open Government License (OGL)

435

Workforce Retention Accomplishments Presentation - Sustainability Assessment of Workforce Well-Being and Mission Readiness  

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

Sustainability Assessment of Workforce Sustainability Assessment of Workforce Well-Being and Mission Readiness Jodi M. Jacobson, Ph.D., University of Maryland 2 Illness and Injury Lost Work Time Generational Divide Recruitment & Retention Competition Retirement & Aging Workforce Health & Well-Being Stress Depression & Anxiety Budget Cuts Technology Talent Management Work/Life Balance Safety Accountability Security Leadership Development Workforce Sustainability Chronic Health Conditions Globalization Critical Skills Shortage Job Skill Re-Alignment Job Transitioning Healthcare Costs YOU ARE NOT ALONE! 3 Indirect Costs  "You can"t manage what you can"t measure" (Dr. Ron Goetzel, Director, Institute for Health & Productivity Studies, Cornell University)

436

Sandia National Laboratories: A product of postwar readiness, 1945-1950  

Science Conference Proceedings (OSTI)

The genesis and growth of Sandia National Laboratories, the nation's largest nuclear weapons lab, stands as a pertinent case study showing the oftentimes complex, but effective interaction of government, industry, and the growth of cooperative research. Originally a part of Los Alamos Scientific Laboratory under management by the University of California, Sandia traces its roots to Z Division, an ordnance-engineering arm located at Sandia Base on the desert outskirts of Albuquerque, New Mexico, in September 1945. For Sandia National Laboratories, the early postwar years/emdash/rather than representing a transformation to peacetime/emdash/were characterized by a continued mobilization of engineering and science in the name of national readiness.

Furman, N.S.

1988-04-01T23:59:59.000Z

437

Blunt-crack band propagation in finite-element analysis for concrete structures. [LMFBR  

SciTech Connect

The knowledge of concrete fracture is needed in nuclear reactor safety. The question of safety arises from the potential of concrete to crack under thermal loading. It has been postulated that structural concrete could be exposed to very high temperature, which may result from hot reactor coolant or even core debris coming in direct contact with the concrete. The utilization of the blunt crack approach for simulating concrete cracking in a general-purpose code is explored. The difficulties encountered in establishing the proper direction of crack propagation in an arbitrary discretization are described. Crack propagation is considered within the context of two types of solution techniques: (1) implicit solution of the static crack advance, and (2) explicit time integration using a dynamic relaxation technique to simulate the static crack advance. Also, in both solution techniques an elastic model is used to characterize the concrete.

Pfeiffer, P.A.; Bazant, Z.P.; Marchertas, A.H.

1983-01-01T23:59:59.000Z

438

Corium Spreading Over Concrete: The Vulcano VE-U7 and VE-U8 Tests  

Science Conference Proceedings (OSTI)

Two experiments have been performed in the VULCANO facility in which prototypic corium has been spread over concrete. In the VE-U7 test, a mixture representative of what can be expected at the opening of EPR reactor-pit gate has been spread on siliceous concrete and on a reference channel in inert refractory ceramic. The spreading progression was not much affected by the presence of concrete and sparging gases. In the VE-U8 test, a UO{sub 2}-ZrO{sub 2} mixture, prototypic of in-vessel corium, has been spread over a lime-siliceous concrete. Although residual power was not simulated in this experiment, up to 2 cm of concrete have been eroded during the test. Results in terms of spreading behaviour, effects of gases, concrete erosion and thermal attack are presented and discussed. (authors)

Journeau, Christophe; Boccaccio, Eric; Fouquart, Pascal; Jegou, Claude; Piluso, Pascal [CEA Cadarache, F-13108 St Paul lez Durance cedex (France)

2002-07-01T23:59:59.000Z

439

Evaluation of mixing systems for biogasification of municipal solid waste  

DOE Green Energy (OSTI)

Two specially selected mixing systems were tested and evaluated to determine how effectively they could prevent the formation of fibrous mats and stringers during the anaerobic digestion of a slurried mixture of preprocessed municipal solid waste and sewage sludge to produce methane gas. The tests were conducted in a modified 10.7-m (35-ft) diameter, nominal 378,000-liter (100,000-gal) capacity concrete vessel in the Franklin, Ohio, environmental complex. Between August 1977 and September 1978, nine tests were conducted with 3:1 and 9:1 solid waste/sewage sludge ratios and with 4, 7, and 10 percent total solids in the feedstock. Though the microbial culture was healthy in most tests, the mixing systems were not effective in preventing excessive fibrous mat and stringer formations. These formations occurred because of the high cellulosic content of the feedstock. The test with the best energy recovery had a gas production of 805 liters/kg of volatile solids destroyed. However, the energy recovered was only 50 percent of the energy available in the solid waste, and only four times greater than the mixing energy expended for that test. The solids accumulations were generally the same for the two mixing systems when they had common test conditions. In all tests, the percent solids for the top level were higher than those for the middle and bottom levels. As the feed ratio and the percent solids in the feedstock were increased, this differential became progressively more pronounced. Moreover, the percent of volatile solids (in a given amount of total solids) for the top level became disproportionately higher than those for the other two levels.

Swartzbaugh, J T; Smith, R B

1979-01-01T23:59:59.000Z

440

Manufacturer's Mixed Pallet Design Problem  

E-Print Network (OSTI)

fore, the company decided to design a number of mixed or rainbow pallets so that its customers can order ...... Squeezing out waste of space. 62, 5, page 112.

Note: This page contains sample records for the topic "ready mix concrete" 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.


441

Fuel Mix and Emissions Disclosure  

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

As part of the state's 1997 electric utility restructuring legislation, Illinois established provisions for the disclosure of fuel mix and emissions data. All electric utilities and alternative...

442

Fuel Mix and Emissions Disclosure  

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

Oregon's 1999 electric utility restructuring legislation requires electricity companies and electric service suppliers to disclose details regarding their fuel mix and emissions of electric...

443

Effects of Radiation on Concrete: A Literature Survey and Path Forward  

Science Conference Proceedings (OSTI)

An important focus for the long-term operation of nuclear plants is the aging of plant concrete structures. The containment building, biological shielding, and support concrete are examples of concrete structures that are of primary importance in the operation of a nuclear plant. These and other safety-related structures at a plant site must be capable of maintaining structural capability for the operating life of the plant. The continued operation of existing units is potentially challenged by a change ...

2012-05-07T23:59:59.000Z

444

Mercury Leachability From Concretes That Contain Fly Ashes and Activated Carbon Sorbents  

Science Conference Proceedings (OSTI)

This report presents new laboratory data on the leaching of mercury from concrete that contains fly ash and powdered activated carbon (PAC) sorbents used to capture mercury. The concretes studied during this project were made with fly ashes from lignite and subbituminous coal, including fly ashes containing PAC. Only very low levels of mercuryless than 5 parts per trillionwere leached from the fly ash concretes in both 18-hour and 7-day laboratory leach tests.

2007-07-18T23:59:59.000Z

445

Characterizing the Nano and Micro Structure of Concrete to Improve its Durability  

E-Print Network (OSTI)

Characterizing the Nano and Micro Structure of Concrete todeveloped to characterize the nano and microstructure ofis providing new insight on the nano scale of the cement

Monteiro, P.J.M.

2009-01-01T23:59:59.000Z

446

Characterizing the nano and micro structure of concrete to improve its durability  

E-Print Network (OSTI)

Characterizing the Nano and Micro Structure of Concrete todeveloped to characterize the nano and microstructure ofis providing new insight on the nano scale of the cement

Monteiro, P.J.M.

2008-01-01T23:59:59.000Z

447

Life-Cycle Evaluation of Concrete Building Construction as a Strategy for Sustainable Cities  

E-Print Network (OSTI)

5. Map of California climate zones with average HDD and CDDaverage across climate zones) . 36 Figure 4-7.between steel and concrete frames by climate zone and

Stadel, Alexander

2013-01-01T23:59:59.000Z

448

Emerging Energy-efficiency and CO2 Emission-reduction Technologies for Cement and Concrete Production  

E-Print Network (OSTI)

A new process stores carbon dioxide in precast concrete.G. J. Venta. 2009. Carbon Dioxide Reduction Technologyuse of captured carbon dioxide. Available at http://

Hasanbeigi, Ali

2013-01-01T23:59:59.000Z

449

Temperature and pore pressure distribution in a concrete slab during the microwave decontamination process  

SciTech Connect

As an application of microwave engineering, the new technology of concrete decontamination and decommissioning using microwave energy has been recently developed. The temperature and pore pressure within the concrete are studied theoretically in this paper. The heat and mass transfer within the porous concrete, coupled with temperature dependent dielectric property are investigated. The effects of microwave frequency (f), microwave power intensity (Q{sub 0,ave}), concrete porosity ({phi}) on the temperature and pore pressure distributions and their variations are fully discussed. The effects of the variation of complex dielectric permittivity ({epsilon}) and presentation of different steel reinforcements are also illustrated.

Li, W.; Ebadian, M.A. [Florida International Univ., Miami, FL (United States). Dept. of Mechanical Engineering; White, T.L.; Grubb, R.G.; Foster, D. Jr. [Oak Ridge National Lab., TN (United States)

1994-10-01T23:59:59.000Z

450

Properties of concrete incorporating high volumes of ASTM Class F fly ash  

E-Print Network (OSTI)

This thesis presents the results of research performed in developing high-volume fly ash (HVFA) concrete incorporating ASTM Type I cement and ASTM Class F fly ash from Big Brown Power Plant of TU Electric, Texas. In HVFA concrete, the proportion of fly ash was 58 percent by weight of the total cementitious materials, the water and cement content were kept low at 115 and 155 k g/M3 , respectively. A broad range of engineering properties was investigated including compressive strength, flexural strength, splitting-tensile strength, Young's modulus of elasticity, drying shrinkage, resistance to freeze-thaw cycling, pore structure and activation energy. A preliminary economic analysis was also performed on HVFA concrete. The HVFA concrete evaluated in this study had satisfactory workability and setting characteristics. It also exhibited excellent mechanical properties with satisfactory early age strength and good long-term strength development. The HVFA concrete had relatively low drying shrinkage and a very fine pore system. Excellent durability under freeze-thaw cycling was also found for the air-entrained HVFA concrete. Results from activation energy test show that strength gain of the HVFA concrete under isothermal curing conditions could be modeled appropriately using Plowman's logarithmic strength-age model. The relative strength-maturity relationship was established for the HVFA concrete containing various percentages of additional gypsum. The HVFA concrete investigated was determined to be cost effective. It was shown that about two and half dollars per cubic meter could be saved through savings on portland cement.

Li, Wei Tung

1995-01-01T23:59:59.000Z

451

Analyses of U.S. and R.F. Depleted-Uranium Concrete/Steel Transport...  

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

the DUO 2 -aggregates' physical properties and chemical durability, estimated capital and production costs of SNF casks using DU concrete (DUCRETE TM ), and studied the shielding...

452

Summary of Uranium Solubility Studies in Concrete Waste Forms and Vadose Zone Environments  

SciTech Connect

One of the methods being considered for safely disposing of Category 3 low-level radioactive wastes is to encase the waste in concrete. Concrete encasement would contain and isolate the waste packages from the hydrologic environment and act as an intrusion barrier. The current plan for waste isolation consists of stacking low-level waste packages on a trench floor, surrounding the stacks with reinforced steel, and encasing these packages in concrete. These concrete-encased waste stacks are expected to vary in size with maximum dimensions of 6.4 m long, 2.7 m wide, and 4 m high. The waste stacks are expected to have a surrounding minimum thickness of 15 cm of concrete encasement. These concrete-encased waste packages are expected to withstand environmental exposure (solar radiation, temperature variations, and precipitation) until an interim soil cover or permanent closure cover is installed and to remain largely intact thereafter. Any failure of concrete encasement may result in water intrusion and consequent mobilization of radionuclides from the waste packages. This report presents the results of investigations elucidating the uranium mineral phases controlling the long-term fate of uranium within concrete waste forms and the solubility of these phases in concrete pore waters and alkaline, circum-neutral vadose zone environments.

Golovich, Elizabeth C.; Wellman, Dawn M.; Serne, R. Jeffrey; Bovaird, Chase C.

2011-09-30T23:59:59.000Z

453

Energy Efficiency Improvement and Cost Saving Oportunities for the Concrete Industry  

E-Print Network (OSTI)

of energy management: energy audits/assessments, energyto Titan America, energy audits conducted in concrete plantsmanagement programs Energy audit Energy teams Employee

Kermeli, Katerina

2013-01-01T23:59:59.000Z

454

Materials development and field demonstration of high-recycled-content concrete for energy-efficient building construction  

SciTech Connect

The project developed high-recycled-content concrete material with balanced structural and thermal attributes for use in energy-efficient building construction. Recycled plastics, tire, wool, steel and concrete were used as replacement for coarse aggregates in concrete and masonry production. With recycled materials the specific heat and thermal conductivity of concrete could be tailored to enhance the energy-efficiency of concrete buildings. A comprehensive field project was implemented which confirmed the benefits of high-recycled-content concrete for energy-efficient building construction.

Ostowari, Ken; Nosson, Ali

2000-09-30T23:59:59.000Z

455

Operational readiness review implementation plan for K Basin sludge water system  

SciTech Connect

This Implementation Plan (IP) has been prepared consistent with the requirements of U.S. Department of Energy (DOE) Order 425.1B, ''Startup and Restart of Nuclear Facilities'', and DOE-STD-3006-2000, ''Planning and Conduct of Operational Readiness Reviews'' (ORR) (DOE 2002). The scope of the DOE ORR is described in the RL ''Plan of Action, K Basin Sludge Water System'' (Veitenheimer 2003), prepared by DOE project line management and approved by the RL Manager, the designated Approval Authority, on March 20, 2003. The scope of the contractor ORR is described in the contractor ''Plan of Action for the K Basins Sludge Water System Operational Readiness Review'' (FH 2002a) which was prepared by Spent Nuclear Fuel (SNF) Project line management and approved by the DOE Richland Operations Office (RL) Manager on December 19, 2002. DOE Order 425.1B indicates that the Secretarial Officer is the Authorization Authority when substantial modifications are made to a Hazard Category 2 nuclear facility. This Authorization Authority has been delegated to the RL Manager by memorandum from Jessie Hill Roberson, dated February 5, 2003 (Roberson 2003). This IP provides the overall approach and guidelines for performance of the DOE ORR. Appendix A contains the Criteria and Review Approach Documents (CRAD), which define the review objectives and criteria as well as the approach for assessing each objective. ORR results will be published in a final report, as discussed in Section 9.4.

IRWIN, R.M.

2003-05-01T23:59:59.000Z

456

DOE-HDBK-3012-2003; DOE Handbook Guide to Good Practices for Operational Readiness Reviews (ORR) Team Leader's Guide  

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

NOT MEASUREMENT NOT MEASUREMENT SENSITIVE DOE-HDBK-3012-2003 SUPERSEDING DOE-HDBK-3012-96 DOE HANDBOOK GUIDE TO GOOD PRACTICES FOR OPERATIONAL READINESS REVIEWS (ORR) TEAM LEADER'S GUIDE U.S. Department of Energy AREA MISC Washington, D.C. 20585 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. DOE-HDBK-3012-2003 FOREWORD This Department of Energy handbook, Guide to Good Practices for Conducting Operational Readiness Reviews (ORR) Team Leader's Handbook, is approved for use by all DOE Components and their contractors. The guidance in this document is the distillation of the experience and lessons learned during numerous operational readiness reviews contributed by team leaders with a wide range of backgrounds. There are

457

Analysis of low-cost building material for the MixAlco process  

E-Print Network (OSTI)

The development of biofuels as an alternative fuel source highlights the MixAlco process as one method to convert organic waste into alcohol fuels. The pretreatment and fermentation of waste is integral to the process and represents a principal cost consideration due to the large structure needed to encapsulate the fermenting materials. This research developed papercrete as a potential construction material to reduce the cost of a structure. Papercrete is a mixture of paper, cement, and sand. The strengths, thermal conductivity, and other physical properties were compared with those of conventional building materials. This research identified acceptable property ranges necessary for using a structural papercrete facility and recorded compressive and tensile strengths that were too weak to build an economical structure. The identification of a hybrid papercrete-concrete structure produced results and economics within acceptable ranges. The papercrete-concrete alternative was tested on the same basis as the papercrete for structural and economic analysis, which provided acceptable results. The results indicate that a papercrete-concrete structure is a viable alternative structurally and economically within a range of sizes for the structure.

Titzman, L. Clinton

2006-12-01T23:59:59.000Z

458

Mixing in Symmetric Holmboe Waves  

Science Conference Proceedings (OSTI)

Direct simulations are used to study turbulence and mixing in Holmboe waves. Previous results showing that mixing in Holmboe waves is comparable to that found in the better-known KelvinHelmholtz (KH) billows are extended to cover a range of ...

W. D. Smyth; J. R. Carpenter; G. A. Lawrence

2007-06-01T23:59:59.000Z

459

Billiards with polynomial mixing rates  

E-Print Network (OSTI)

While many dynamical systems of mechanical origin, in particular billiards, are strongly chaotic -- enjoy exponential mixing, the rates of mixing in many other models are slow (algebraic, or polynomial). The dynamics in the latter are intermittent between regular and chaotic, which makes them particularly interesting in physical studies. However, mathematical methods for the analysis of systems with slow mixing rates were developed just recently and are still difficult to apply to realistic models. Here we reduce those methods to a practical scheme that allows us to obtain a nearly optimal bound on mixing rates. We demonstrate how the method works by applying it to several classes of chaotic billiards with slow mixing as well as discuss a few examples where the method, in its present form, fails.

Nikolai Chernov; Hong-Kun Zhang

2004-09-12T23:59:59.000Z

460

Report of independent consultants reviewing Integrated Test Stands (ITS) performance and readiness of DARHT for construction start  

SciTech Connect

Independent consultants met at Los Alamos, June 15 and 16, 1993, to review progress on the commissioning of the Integrated Test Stand (ITS) for DARHT and to provide DOE with technical input on readiness for construction of the first radiographic arm of DARHT. The consultants concluded that all milestones necessary for demonstrating the performance of the DARHT accelerator have been met and that the project is ready for construction to resume. The experimental program using ITS should be continued to quantify the comparison of experiment and theory, to test improvements on the injector insulator, and to better evaluate the interaction of the beam and the target.

Not Available

1993-08-01T23:59:59.000Z

Note: This page contains sample records for the topic "ready mix concrete" 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

Probability based load factors for design of concrete containment structures  

SciTech Connect

This paper describes a procedure for developing probability-based load combinations for the design of concrete containments. The proposed criteria are in a load and resistance factor design (LRFD) format. The load factors and resistance factors are derived for use in limit states design and are based on a target limit state probability. In this paper, the load factors for accident pressure and safe shutdown earthquake are derived for three target limit state probabilities. Other load factors are recommended on the basis of prior experience with probability-based design criteria for ordinary building construction. 6 refs.

Hwang, H.; Kagami, S.; Reich, M.; Ellingwood, B.; Shinozuka, M.

1985-01-01T23:59:59.000Z

462

Flexural Fatigue Performance of CFRP Prestressed Concrete Poles  

E-Print Network (OSTI)

Applications, ACI Special Publication SP245-1, Eds R. El-Hacha and S.H. Rizkalla. [17] BS EN 1992-1-1:2004 (2004). Eurocode 2: Design of Concrete Structures. General Rules and Rules for Buildings, BSI. [18] Terrasi G.P. and Lees, J.M. (2006). CFRP... . However, as the deflection under a 6 point load is greater than the deflection under an equivalent UDL, this is a conservative approach. The span and loading arrangements were selected based on a sectional analysis of the critical cross...

Roberts, E. E.; Lees, J. M.; Hoult, N. A.

2012-04-24T23:59:59.000Z

463

CONCRETE REFLECTED ARRAYS OF U(93.2) METAL  

SciTech Connect

During the period from 1963 1973, experiments involving highly enriched uranium units were performed at the Oak Ridge National Laboratory Critical Experiments Facility to determine various critical configurations of three-dimensional arrays. The experiments formed a four-part series, and were reported by several different experimenters; the results of interest for this evaluation are those reported for the fourth experimentation, Critical Three-Dimensional Arrays of Neutron Interacting Units: Part IV, published and performed by D.W.Magnuson (Ref 1). Information is also available in the logbook . This set of experiments utilized subcritical metal units on a split table apparatus to determine critical configurations for 222 arrangements of highly enriched uranium reflected by concrete. Magnuson manipulated the configuration of several uranium cylinders and blocks within a concrete reflector. The different permutations utilized uranium cylinders of two different heights in various positions in the three dimensional array; certain cases also placed thin uranium blocks on top of the cylinders. The thickness of the surrounding concrete, as well as the inner dimensions of the concrete reflector was also varied in certain cases. The variations resulted in fourteen different experimental permutations or configurations. All fourteen configurations were judged to be unacceptable for use as criticality safety benchmarks. All experiments were initially evaluated; however only three configurations were evaluated in detail. Configurations 2, 4, 6 and 12 were not evaluated in detail because they are subcritical and configurations 5, 7, 8, 9, and 10 were also were not evaluated in detail because they were supercritical by more than beta effective (~0.007), or prompt critical. The experiments evaluated in detail for this benchmark were configurations 1, 3, and 11. The experimental report also contains the information for HEU-MET-FAST-056. Closely related work has been recorded in HEU-MET-FAST-053, which is a benchmark evaluation of a different series of three dimensional array experiments with four different moderator materials. HEU-MET-FAST-023 and HEU-MET-FAST-026 are also related because they utilize the same metal cylinders as these experiments.

Mackenzie Gorham; John D. Bess; J. Blair Briggs; Virginia Dean; Davis Reed

2010-09-01T23:59:59.000Z

464

Ground resistance of concrete foundations in substation yards  

SciTech Connect

The reinforced concrete foundations in a substation yard have extensive reinforcing steel which is in metallic connection with the laid ground conductor. The foundations may contribute significantly to the dissipation of the fault and leakage currents. Simple to use equations and graphs are presented in this paper to determine the ground resistance of various types of foundations encountered in substation yards. The validity of the analytical approach has been verified with scale model tests. The ground resistance of the foundations estimated as suggested in the paper can be used to evaluate the role of the foundations as grounding element.

Thapar, B.; Ferrer, O. (Montana State Univ., Bozeman, MT (USA)); Blank, D.A. (Bonneville Power Administration, Portland, OR (USA))

1990-01-01T23:59:59.000Z

465

Low Wind Speed Technology Phase I: Evaluation of Design and Construction Approaches for Economical Hybrid Steel/Concrete Wind Turbine Towers; BERGER/ABAM Engineers Inc.  

DOE Green Energy (OSTI)

This fact sheet describes a subcontract with BERGER/ABAM Engineers Inc. to study the economic feasibility of concrete and hybrid concrete/steel wind turbine towers.

Not Available

2006-03-01T23:59:59.000Z

466

The nanogranular origin of concrete creep : a nanoindentation investigation of microstructure and fundamental properties of calcium-silicate-hydrates  

E-Print Network (OSTI)

With an annual per capita consumption of one cubic meter, concrete is the most manufactured material on Earth. But concrete subject to sustained load creeps, like chewing gum, at a rate that deteriorates the durability and ...

Vandamme, Matthieu

2008-01-01T23:59:59.000Z

467

Fire analysis of steel-concrete composite beam with interlayer slip  

Science Conference Proceedings (OSTI)

The paper discusses the effects of slip and moisture transfer on the behaviour of a planar steel-concrete composite beam subject to fire conditions. The moisture and heat transfer is assumed to be governed by a coupled problem, while the mechanical behaviour ... Keywords: Fire, High temperatures, Moisture and heat transfer, Slip between layers, Steel-concrete composite beam

Toma Hozjan; Miran Saje; Stanislav Srp?i?; Igor Planinc

2011-01-01T23:59:59.000Z

468

Signicance of localized pore pressures to the genesis of septarian concretions  

E-Print Network (OSTI)

causing a reduction of the effective stress. Analysis of the stress conditions and crack morphology the magnitude of the excess pore pressure and the stress corrosion limit of the concretion body. A review distribution of strength and effective stress in the concretion. Crack orientations mostly re¯ect stress

469

Release of Mercury During Curing of Concrete Containing Fly Ash and Mercury Sorbent Material  

Science Conference Proceedings (OSTI)

This report provides laboratory data on mercury release during the initial curing stage of concrete made with fly ash or mixtures of fly ash and activated carbon containing mercury. These experiments suggest that mercury is not released from these concretes during initial curing.

2002-12-09T23:59:59.000Z

470

Carbon Dioxide Sequestration in Concrete Using Vacuum-Carbonation Alain Azar, Prof. Yixin Shao  

E-Print Network (OSTI)

Carbon Dioxide Sequestration in Concrete Using Vacuum-Carbonation Alain Azar, Prof. Yixin Shao increase in Carbon dioxide (CO2) emissions over the past five decades, specific ways to reduce. Early age carbonation curing of concrete is an effective measure to sequester recovered CO2 in lime

Barthelat, Francois

471

Joint interaction with embedded concretions: joint loading congurations inferred from propagation paths  

E-Print Network (OSTI)

Joint interaction with embedded concretions: joint loading con®gurations inferred from propagation The interaction between propagating joints and embedded concretions in a Devonian black shale near Seneca Lake, NY, permits identi®cation of the loading con®gurations responsible for two joint sets of dierent ages striking

Engelder, Terry

472

New Air-Entraining Admixtures for Concrete Using High-Carbon Fly Ash  

Science Conference Proceedings (OSTI)

A promising new air-entraining admixture has been developed by the leading North American admixture producer. Independent, EPRI-sponsored testing indicated the admixture was suitable for use with concretes that contain fly ashes with levels of unburned carbon higher than the typical 3-4 percent allowed in the concrete industry.

2002-03-20T23:59:59.000Z

473

Primer on Durability of Nuclear Power Plant Reinforced Concrete Structures - A Review of Pertinent Factors  

Science Conference Proceedings (OSTI)

The objective of this study was to provide a primer on the environmental effects that can affect the durability of nuclear power plant concrete structures. As concrete ages, changes in its properties will occur as a result of continuing microstructural changes (i.e., slow hydration, crystallization of amorphous constituents, and reactions between cement paste and aggregates), as well as environmental influences. These changes do not have to be detrimental to the point that concrete will not be able to meet its performance requirements. Concrete, however, can suffer undesirable changes with time because of improper specifications, a violation of specifications, or adverse performance of its cement paste matrix or aggregate constituents under either physical or chemical attack. Contained in this report is a discussion on concrete durability and the relationship between durability and performance, a review of the historical perspective related to concrete and longevity, a description of the basic materials that comprise reinforced concrete, and information on the environmental factors that can affect the performance of nuclear power plant concrete structures. Commentary is provided on the importance of an aging management program.

Naus, Dan J [ORNL

2007-02-01T23:59:59.000Z

474

Investigation on the Parameters Affecting the De-Icing Salt Scaling Resistance of Fly Ash Concrete  

Science Conference Proceedings (OSTI)

In scaling of concrete by de-icing salts, the mortar near the surface flakes or peels away. This report presents the results of an R&D laboratory study to examine the scaling of high ash content concrete from the use of salts used routinely in cold climates to melt ice and snow on roads and sidewalks.

1998-06-29T23:59:59.000Z

475

Touch and Step Voltage Measurements on Field Installed Ground Grid and Concrete Pads  

Science Conference Proceedings (OSTI)

Concrete is commonly used as building material in substations (within the substation fence) and around substations (outside the fence) for driveways, foundations, walkways, oil containment, sidewalks, walls, and other structures. This project evaluates the effects of various types (reinforced, non-reinforced) and conditions (dry, wet) of concrete structures on step, touch, and transfer touch voltages in and around substations.

2009-12-03T23:59:59.000Z

476

Microplane constitutive model M4L for concrete. II: Calibration and validation  

Science Conference Proceedings (OSTI)

This paper, Part II of a two-part study, presents the numerical calibration and validation of the microplane constitutive model M4L for concrete formulated in the preceding part. The model parameters are firstly calibrated through optimum fitting of ... Keywords: Concrete, Finite elements, Fracture and damage, Microplane model, Structural analysis

Jiabin Li, Ng