Sample records for 4b slab floors

  1. Slab reformer

    DOE Patents [OSTI]

    Spurrier, Francis R. (Whitehall, PA); DeZubay, Egon A. (Mt. Lebanon, PA); Murray, Alexander P. (Murrysville, PA); Vidt, Edward J. (Churchill, PA)

    1985-03-12T23:59:59.000Z

    Slab-shaped high efficiency catalytic reformer configurations particularly useful for generation of fuels to be used in fuel cell based generation systems. A plurality of structures forming a generally rectangular peripheral envelope are spaced about one another to form annular regions, an interior annular region containing a catalytic bed and being regeneratively heated on one side by a hot combustion gas and on the other side by the gaseous products of the reformation. An integrally mounted combustor is cooled by impingement of incoming oxidant.

  2. Slab reformer

    DOE Patents [OSTI]

    Spurrier, Francis R. (Whitehall, PA); DeZubay, Egon A. (Mt. Lebanon, PA); Murray, Alexander P. (Murrysville, PA); Vidt, Edward J. (Churchill, PA)

    1984-02-07T23:59:59.000Z

    Slab-shaped high efficiency catalytic reformer configurations particularly useful for generation of fuels to be used in fuel cell based generation systems. A plurality of structures forming a generally rectangular peripheral envelope are spaced about one another to form annular regions, an interior annular region containing a catalytic bed and being regeneratively heated on one side by a hot comubstion gas and on the other side by the gaseous products of the reformation. An integrally mounted combustor is cooled by impingement of incoming oxidant.

  3. Slab reformer

    DOE Patents [OSTI]

    Spurrier, F.R.; DeZubay, E.A.; Murray, A.P.; Vidt, E.J.

    1984-02-07T23:59:59.000Z

    Slab-shaped high efficiency catalytic reformer configurations are disclosed particularly useful for generation of fuels to be used in fuel cell based generation systems. A plurality of structures forming a generally rectangular peripheral envelope are spaced about one another to form annular regions, an interior annular region containing a catalytic bed and being regeneratively heated on one side by a hot combustion gas and on the other side by the gaseous products of the reformation. An integrally mounted combustor is cooled by impingement of incoming oxidant. 14 figs.

  4. First Floor1 Second Floor2

    E-Print Network [OSTI]

    Gleeson, Joseph G.

    Resource Center Financial Counseling & Infusion Center Scheduling Lactation Room Meditation Garden Infusion Center Clinical Lab Waiting Playground Registration Infusion Center Waiting Second Floor Research Tower . . . . . . . . . . . . . . . . . .Second Conference Room 2250 . . . . . . . . . . . . . . . . . .Second Financial Counseling & Infusion

  5. An analytical model for the design of in-slab electric heating panels

    SciTech Connect (OSTI)

    Ritter, T.L.; Kilkis, B.I. [Heatway, Springfield, MO (United States)

    1998-10-01T23:59:59.000Z

    In this paper, a steady-state heat transfer model is described for design and sizing of electric radiant panel heating systems embedded in a slab. This model is applicable both for ceiling and floor panels. An approximate panel surface heat output algorithm is also given as a function of size and orientation of the heated space and outdoor exposure.

  6. Microalloy Precipitation in Hot Charged Slabs , J.G. Speer1

    E-Print Network [OSTI]

    Thomas, Brian G.

    Microalloy Precipitation in Hot Charged Slabs M.S. Dyer1 , J.G. Speer1 , D. K. Matlock1 , A. J. Shutts2 , S. Jansto3 , K. Xu4 , B.G. Thomas4 1 Myra S. Dyer, John G. Speer, David K. Matlock The George S

  7. International Energy Agency Building Energy Simulation Test and Diagnostic Method (IEA BESTEST): In-Depth Diagnostic Cases for Ground Coupled Heat Transfer Related to Slab-on-Grade Construction

    SciTech Connect (OSTI)

    Neymark, J.; Judkoff, R.; Beausoleil-Morrison, I.; Ben-Nakhi, A.; Crowley, M.; Deru, M.; Henninger, R.; Ribberink, H.; Thornton, J.; Wijsman, A.; Witte, M.

    2008-09-01T23:59:59.000Z

    This report documents a set of idealized in-depth diagnostic test cases for use in validating ground-coupled floor slab heat transfer models. These test cases represent an extension to IEA BESTEST.

  8. 4B Drawings - 88-Inch Cyclotron

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOnItemResearch >InternshipDepartment ofAugustDecember8th Meeting of:2:1401(k)4B Drawings

  9. Design of a flooring removal system for asbestos backed flooring

    E-Print Network [OSTI]

    Puduru, Pathanjali Sai

    1990-01-01T23:59:59.000Z

    Page 1 Properties of flooring, adhesive and subflooring 2 Results for wood subflooring vvhen t, is 100 deg C 3 Results for vood subflooring when t, is 110 deg C 4 Results for v;ood subfloorin ' when t, is 120 deg C 34 LIST OF FIGURES Figure Pa. ge... 1 Cross section of a, typical non-foam flooring 2 Cross section of a typical foam flooring 3 'Top surface heating of the flooring material . 4 Hot knife at adhessve layer . 10 5 Radiation method of heating 6 Conduction method of heating 12 7...

  10. Development of a Leave-in-Place Slab Edge Insulating Form System

    SciTech Connect (OSTI)

    Marc Hoeschele; Eric Lee

    2009-08-31T23:59:59.000Z

    Concrete slabs represent the primary foundation type in residential buildings in the fast-growing markets throughout the southern and southwestern United States. Nearly 75% of the 2005 U.S. population growth occurred in these southern tier states. Virtually all of these homes have uninsulated slab perimeters that transfer a small, but steady, flow of heat from conditioned space to outdoors during the heating season. It is estimated that new home foundations constructed each year add 0.016 quads annually to U.S. national energy consumption; we project that roughly one quarter of this amount can be attributed to heat loss through the slab edge and the remaining three quarters to deep ground transfers, depending upon climate. With rising concern over national energy use and the impact of greenhouse gas emissions, it is becoming increasingly imperative that all cost-effective efforts to improve building energy efficiency be implemented. Unlike other building envelope components that have experienced efficiency improvements over the years, slab edge heat loss has largely been overlooked. From our vantage point, a marketable slab edge insulation system would offer significant benefits to homeowners, builders, and the society as a whole. Conventional slab forming involves the process of digging foundation trenches and setting forms prior to the concrete pour. Conventional wood form boards (usually 2 x 10's) are supported by vertical stakes on the outer form board surface, and by supporting 'kickers' driven diagonally from the top of the form board into soil outside the trench. Typically, 2 x 10's can be used only twice before they become waste material, contributing to an additional 400 pounds of construction waste per house. Removal of the form boards and stakes also requires a follow-up trip to the jobsite by the concrete subcontractor and handling (storage/disposal) of the used boards. In the rare cases where the slab is insulated (typically custom homes with radiant floor heating), the most practical insulation strategy is to secure rigid foam insulation, such as Dow Styrofoam{trademark}, to the inside of the wooden slab edge forms. An alternative is to clad insulation to the perimeter of the slab after the slab has been poured and cured. In either case, the foam must have a 'termite strip' that prevents termites from creating hidden tunnels through or behind the foam on their way to the wall framing above. Frequently this termite strip is a piece of sheet metal that must be fabricated for each project. The above-grade portion of the insulation also needs to be coated for appearance and to prevent damage from construction and UV degradation. All these steps add time, complexity, and expense to the insulating process.

  11. Perforation of thin unreinforced concrete slabs

    SciTech Connect (OSTI)

    Cargile, J.D. [Army Engineer Waterways Experiment Station, Vicksburg, MS (United States); Giltrud, M.E. [Defense Nuclear Agency, Washington, DC (United States); Luk, V.K. [Sandia National Labs., Albuquerque, NM (United States)

    1993-10-01T23:59:59.000Z

    This report discusses fourteen tests which were conducted to investigate the perforation of thin unreinforced concrete slabs. The 4340-steel projectile used in the test series is 50.8 mm in diameter, 355.6 mm in length, has a mass of 2.34 kg. and an ogive nose with caliber radius head of 3. The slabs, contained within steel culverts, are 1.52 m in diameter and consist of concrete with a nominal unconfined compressive strength of 38.2 MPa and maxima aggregate size of 9.5 mm. Slab thicknesses are 284.4, 254.0, 215.9 and 127.0 mm. Tests were conducted at impact velocities of about 313 m/s on all slab thicknesses and about 379 and 471 m/s on the 254.0-mm-thick slab. All tests were conducted at normal incidence to the slab. All tests were conducted at normal incidence to the slab. Information obtained from the tests used to determine the loading (deceleration) on the projectile during the perforation process, the velocity-displacement of the projectile as it perforated the slab, and the projectile position as damage occurred on the backface of the slab. The test projectile behaved essentially as a rigid body for all of the tests.

  12. Impact of Thermally Insulated Floors 

    E-Print Network [OSTI]

    Alghimlas, F.; Omar, E. A.

    2004-01-01T23:59:59.000Z

    of insulated floors. It was found that using an R- 10 floors in multi-story apartment buildings greatly reduce both the peak cooling demand as well as the energy consumption by about 15%, whereas only minimal savings (about 4%) were detected in the case...

  13. Low floor mass transit vehicle

    DOE Patents [OSTI]

    Emmons, J. Bruce (Beverly Hills, MI); Blessing, Leonard J. (Rochester, MI)

    2004-02-03T23:59:59.000Z

    A mass transit vehicle includes a frame structure that provides an efficient and economical approach to providing a low floor bus. The inventive frame includes a stiff roof panel and a stiff floor panel. A plurality of generally vertical pillars extend between the roof and floor panels. A unique bracket arrangement is disclosed for connecting the pillars to the panels. Side panels are secured to the pillars and carry the shear stresses on the frame. A unique seating assembly that can be advantageously incorporated into the vehicle taking advantage of the load distributing features of the inventive frame is also disclosed.

  14. NON-DESTRUCTIVE DETERMINATION OF SERVICEABILITY AND LOAD BEARING CAPACITY OF FLOOR SLABS USING DYNAMIC METHODS

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    , output-only modal analysis, Frequency Domain Decomposition, system identification, model updating in this case is the verification of the serviceability and the load bearing capacity towards the certification particularly powerful. The big advantage is that the exciting forces need not to be measured. As a consequence

  15. MCNP4B Modeling of Pebble-Bed Reactors

    E-Print Network [OSTI]

    Lebenhaft, Julian Robert

    2001-10-15T23:59:59.000Z

    The applicability of the Monte Carlo code MCNP4B to the neutronic modeling of pebble-bed reactors was investigated. A modeling methodology was developed based on an analysis of critical experiments carried out at the ...

  16. MCNP4B modeling of pebble-bed reactors

    E-Print Network [OSTI]

    Lebenhaft, Julian R. (Julian Robert), 1954-

    2002-01-01T23:59:59.000Z

    The applicability of the Monte Carlo code MCNP4B to the neutronic modeling of pebblebed reactors was investigated. A modeling methodology was developed based on an analysis of critical experiments carried out at the ...

  17. MCNP-4B Validation for the DFS System at SRS

    SciTech Connect (OSTI)

    Blanchard, A.

    1999-10-07T23:59:59.000Z

    This document provides the current work to date on the validation of the WSRC certified MCNP-4B, and is the last stage of the WSRC Validation Plan that was drafted to guide the validation effort.

  18. Automated inspection of hot steel slabs

    DOE Patents [OSTI]

    Martin, Ronald J. (Burnsville, MN)

    1985-01-01T23:59:59.000Z

    The disclosure relates to a real time digital image enhancement system for performing the image enhancement segmentation processing required for a real time automated system for detecting and classifying surface imperfections in hot steel slabs. The system provides for simultaneous execution of edge detection processing and intensity threshold processing in parallel on the same image data produced by a sensor device such as a scanning camera. The results of each process are utilized to validate the results of the other process and a resulting image is generated that contains only corresponding segmentation that is produced by both processes.

  19. Automated inspection of hot steel slabs

    DOE Patents [OSTI]

    Martin, R.J.

    1985-12-24T23:59:59.000Z

    The disclosure relates to a real time digital image enhancement system for performing the image enhancement segmentation processing required for a real time automated system for detecting and classifying surface imperfections in hot steel slabs. The system provides for simultaneous execution of edge detection processing and intensity threshold processing in parallel on the same image data produced by a sensor device such as a scanning camera. The results of each process are utilized to validate the results of the other process and a resulting image is generated that contains only corresponding segmentation that is produced by both processes. 5 figs.

  20. Optimization Online - Efficient Formulations for the Multi-Floor ...

    E-Print Network [OSTI]

    Marc Goetschalckx

    2007-02-28T23:59:59.000Z

    Feb 28, 2007 ... ... of the facility layout problem with practical applications when the price ... provided the floor projections on the ground floor are nested starting ...

  1. Construction and Preliminary HVS Tests of Pre-Cast Concrete Pavement Slabs

    E-Print Network [OSTI]

    Kohler, Erwin R.; du Plessis, Louw; Theyse, Hechter

    2008-01-01T23:59:59.000Z

    Cast Concrete Pavement Slabs with HVS Testing. ” TechnicalCast Concrete Pavement Slabs with HVS Testing Signatures: E.subgrade. FWD testing on the centers of the concrete slabs

  2. Seismic rehabilitation of a reinforced concrete flat-slab structure 

    E-Print Network [OSTI]

    Jimenez, Laila Margarita

    1999-01-01T23:59:59.000Z

    The effectiveness of seismic rehabilitation techniques used to eliminate punching shear failures was assessed for flat-slab structural systems. This type of retrofit was evaluated for a four-story reinforced concrete (RC) ...

  3. Novel variational approach for photonic crystal slab mode calculation

    E-Print Network [OSTI]

    Aram, Mohammad Hasan

    2015-01-01T23:59:59.000Z

    We propose a new method based on variational principle for analysis of photonic crystal (PC) slabs. Most of the methods used today treat PC slab as a three-dimensional (3D) crystal and this makes them very time and/or memory consuming. In this method we use Bloch theorem to expand the field on infinite plane waves which their amplitudes depend on the component perpendicular to the slab surface. By approximating these amplitudes with appropriate functions, we can find modes of PC slabs almost as fast as we can find modes of a two-dimensional (2D) crystal. Besides this advantage, we can also calculate radiation modes with this method which is not feasible with 3D Plane Wave Expansion (PWE) method.

  4. First Floor Smithsonian American Art Museum

    E-Print Network [OSTI]

    Mathis, Wayne N.

    First Floor Smithsonian American Art Museum American Experience Folk Art Special ExhibitionsMillan Education Center Folk Art One Life Archives of American Art Gallery Recent AcquisitionsMuseum Store Museum Museum Graphic Arts American Art through 1940 America's Presidents The Struggle for Justice

  5. Modeling, design and thermal performance of a BIPV/T system thermally coupled with a ventilated concrete slab in a low energy solar house: Part 2, ventilated concrete slab

    SciTech Connect (OSTI)

    Chen, Yuxiang; Galal, Khaled; Athienitis, A.K. [Dept. of Building, Civil and Environmental Engineering, Concordia University, 1455 De Maisonneuve West, EV6.139, Montreal, Quebec (Canada)

    2010-11-15T23:59:59.000Z

    This paper is the second of two papers that describe the modeling and design of a building-integrated photovoltaic-thermal (BIPV/T) system thermally coupled with a ventilated concrete slab (VCS) adopted in a prefabricated, two-storey detached, low energy solar house and their performance assessment based on monitored data. The VCS concept is based on an integrated thermal-structural design with active storage of solar thermal energy while serving as a structural component - the basement floor slab ({proportional_to}33 m{sup 2}). This paper describes the numerical modeling, design, and thermal performance assessment of the VCS. The thermal performance of the VCS during the commissioning of the unoccupied house is presented. Analysis of the monitored data shows that the VCS can store 9-12 kWh of heat from the total thermal energy collected by the BIPV/T system, on a typical clear sunny day with an outdoor temperature of about 0 C. It can also accumulate thermal energy during a series of clear sunny days without overheating the slab surface or the living space. This research shows that coupling the VCS with the BIPV/T system is a viable method to enhance the utilization of collected solar thermal energy. A method is presented for creating a simplified three-dimensional, control volume finite difference, explicit thermal model of the VCS. The model is created and validated using monitored data. The modeling method is suitable for detailed parametric study of the thermal behavior of the VCS without excessive computational effort. (author)

  6. International Flooring Conference 26 March 2009, Changzhou, China

    E-Print Network [OSTI]

    International Flooring Conference 26 March 2009, Changzhou, China Global Trade of Wood Products;International Flooring Conference 26 March 2009, Changzhou, China Subjects I. Overview of developments II 26 March 2009, Changzhou, China Acknowledgements · China National Forest Products Industry

  7. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges

    E-Print Network [OSTI]

    Petersen-Gauthier, Joel

    2013-08-09T23:59:59.000Z

    , an existing slab beam bridge in Denison, Texas will be instrumented and observed for supplementary slab beam behavior data. To predict bridge behavior, computer models of the Riverside experimental bridge and of the Denison field bridge were developed using...

  8. Solving Steel Mill Slab Problems with Constraint-Based Techniques: CP, LNS, and

    E-Print Network [OSTI]

    Deville, Yves

    is a heavy task in the steel industry and hence limiting the number of slabs is also desirable in practice

  9. Microchannel Cooled Edge Cladding to Establish an Adiabatic Boundary Condition in a Slab Laser

    DOE Patents [OSTI]

    Albrecht, Georg F.; Beach, Raymond J.; Solarz, Richard W.

    2004-05-18T23:59:59.000Z

    The present invention provides an edge cladding for a slab laser, the edge cladding comprising a cooling channel system therein.

  10. Floor Support | Stanford Synchrotron Radiation Lightsource

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office of Science (SC) Environmental Assessments (EA)Budget(DANCE) Target 1 Flight Path°Floor Support

  11. Nonlocal microscopic theory of quantum friction between parallel metallic slabs

    SciTech Connect (OSTI)

    Despoja, Vito [Donostia International Physics Center (DIPC), P. Manuel de Lardizabal, E-20018 San Sebastian, Basque Country (Spain); Department of Physics, University of Zagreb, Bijenicka 32, HR-10000 Zagreb (Croatia); Departamento de Fisica de Materiales and Centro Mixto CSIC-UPV/EHU, Facultad de Ciencias Quimicas, Universidad del Pais Vasco UPV/EHU, Apto. 1072, E-20080 San Sebastian, Basque Country (Spain); Echenique, Pedro M. [Donostia International Physics Center (DIPC), P. Manuel de Lardizabal, E-20018 San Sebastian, Basque Country (Spain); Departamento de Fisica de Materiales and Centro Mixto CSIC-UPV/EHU, Facultad de Ciencias Quimicas, Universidad del Pais Vasco UPV/EHU, Apto. 1072, E-20080 San Sebastian, Basque Country (Spain); Sunjic, Marijan [Donostia International Physics Center (DIPC), P. Manuel de Lardizabal, E-20018 San Sebastian, Basque Country (Spain); Department of Physics, University of Zagreb, Bijenicka 32, HR-10000 Zagreb (Croatia)

    2011-05-15T23:59:59.000Z

    We present a new derivation of the friction force between two metallic slabs moving with constant relative parallel velocity, based on T=0 quantum-field theory formalism. By including a fully nonlocal description of dynamically screened electron fluctuations in the slab, and avoiding the usual matching-condition procedure, we generalize previous expressions for the friction force, to which our results reduce in the local limit. Analyzing the friction force calculated in the two local models and in the nonlocal theory, we show that for physically relevant velocities local theories using the plasmon and Drude models of dielectric response are inappropriate to describe friction, which is due to excitation of low-energy electron-hole pairs, which are properly included in nonlocal theory. We also show that inclusion of dissipation in the nonlocal electronic response has negligible influence on friction.

  12. Laplace-Fourier analysis and instabilities of a gainy slab

    E-Print Network [OSTI]

    Hågenvik, Hans Olaf

    2015-01-01T23:59:59.000Z

    The idealization of monochromatic plane waves leads to considerable simplifications in the analysis of electromagnetic systems. However, for active systems this idealization may be dangerous due to the presence of growing waves. Here we consider a gainy slab, and use a realistic incident beam, which is both causal and has finite width. This clarifies some apparent paradoxes arising from earlier analyses of this setup. In general it turns out to be necessary to involve complex frequencies $\\omega$ and/or complex transversal wavenumbers $k_x$. Simultaneously real $\\omega$ and $k_x$ cannot describe amplified waves in a slab which is infinite in the transversal direction. We also show that the only possibility to have an absolute instability for a finite width beam, is if a normally incident plane wave would experience an instability.

  13. UCSF EMERGENCY PREPAREDNESS EAP Floor Warden Duties Pamela Roskowski

    E-Print Network [OSTI]

    Derisi, Joseph

    followed Retrieve emergency bag and put on Floor Warden ID vest and hard hat Observe any hazardous or Emergency Responders with status report of condition of assigned floor. Include the last known locations of any injuries, deaths, trapped or missing persons, fires, hazardous materials spills, utility failures

  14. Water-Moderated and -Reflected Slabs of Uranium Oxyfluoride

    SciTech Connect (OSTI)

    Margaret A. Marshall; John D. Bess; J. Blair Briggs; Clinton Gross

    2010-09-01T23:59:59.000Z

    A series of ten experiments were conducted at the Oak Ridge National Laboratory Critical Experiment Facility in December 1955, and January 1956, in an attempt to determine critical conditions for a slab of aqueous uranium oxyfluoride (UO2F2). These experiments were recorded in an Oak Ridge Critical Experiments Logbook and results were published in a journal of the American Nuclear Society, Nuclear Science and Engineering, by J. K. Fox, L. W. Gilley, and J. H. Marable (Reference 1). The purpose of these experiments was to obtain the minimum critical thickness of an effectively infinite slab of UO2F2 solution by extrapolation of experimental data. To do this the slab thickness was varied and critical solution and water-reflector heights were measured using two different fuel solutions. Of the ten conducted experiments eight of the experiments reached critical conditions but the results of only six of the experiments were published in Reference 1. All ten experiments were evaluated from which five critical configurations were judged as acceptable criticality safety benchmarks. The total uncertainty in the acceptable benchmarks is between 0.25 and 0.33 % ?k/keff. UO2F2 fuel is also evaluated in HEU-SOL-THERM-043, HEU-SOL-THERM-011, and HEU-SOL-THERM-012, but these those evaluation reports are for large reflected and unreflected spheres. Aluminum cylinders of UO2F2 are evaluated in HEU-SOL-THERM-050.

  15. Impact of Solar Heat Gain on Radiant Floor Cooling System Design

    E-Print Network [OSTI]

    Feng, Jingjuan Dove; Schiavon, Stefano; Bauman, Fred

    2013-01-01T23:59:59.000Z

    Bauman F. 2013. Impact of Solar Heat Gain on Radiant FloorBauman F. 2013. Impact of Solar Heat Gain on Radiant FloorBauman F. 2013. Impact of Solar Heat Gain on Radiant Floor

  16. Determination of the effective delayed neutron fraction using MCNP4B

    SciTech Connect (OSTI)

    Werner, C.J.; Little, R.C.

    1999-02-02T23:59:59.000Z

    The capability to calculate effective delayed neutron fractions has now been implemented into MCNP4B and is in the testing phase. This option should prove to be most useful for multiplying systems which are not easily modeled using deterministic codes.

  17. 4B.3 The Sounding Analog Retrieval System (SARS) Ryan Jewell1

    E-Print Network [OSTI]

    that are determined from a calibration process. For severe hail, SARS has been designed to forecast the probability4B.3 The Sounding Analog Retrieval System (SARS) Ryan Jewell1 Storm Prediction Center, Norman, OK 1 System (SARS) is a forecasting algorithm that uses sounding derived parameters to find historical severe

  18. Impact of Solar Heat Gain on Radiant Floor Cooling System Design

    E-Print Network [OSTI]

    Feng, Jingjuan Dove; Schiavon, Stefano; Bauman, Fred

    2013-01-01T23:59:59.000Z

    Gain on Radiant Floor Cooling System Design. Proceedings ofWater-based radiant cooling systems are gaining popularityGain on Radiant Floor Cooling System Design. Proceedings of

  19. Property:Building/FloorAreaTotal | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices JumpFloorAreaShopsFloorAreaTotal

  20. Construction and Preliminary HVS Tests of Pre-Cast Concrete Pavement Slabs

    E-Print Network [OSTI]

    Kohler, Erwin R.; du Plessis, Louw; Theyse, Hechter

    2008-01-01T23:59:59.000Z

    and Scheffy, C. (2003). “Construction and Test Results fromand Ali, A. (2006). “Construction and Test Results on Dowelthe completed CTB prior to construction of the Super-Slab ®

  1. Construction and Preliminary HVS Tests of Pre-Cast Concrete Pavement Slabs

    E-Print Network [OSTI]

    Kohler, Erwin R.; du Plessis, Louw; Theyse, Hechter

    2008-01-01T23:59:59.000Z

    University of California Pavement Research Center (UCPRC-RR-of Transportation. Pavement Research Center, Institute ofFigure 16. DCP positions at the Super-Slab ® test pavement

  2. Intraseasonal Eastern Pacific Precipitation and SST Variations in a GCM Coupled to a Slab Ocean Model

    E-Print Network [OSTI]

    Maloney, Eric

    Intraseasonal Eastern Pacific Precipitation and SST Variations in a GCM Coupled to a Slab Ocean-Schubert convection to a slab ocean model (SOM) improves the simulation of eastern Pacific convection during and ocean make eastern Pacific low-level circulation anomalies more complex in the SOM simulation than

  3. PRECAST REPLACEMENT OF CONCRETE PAVEMENT SLABS (Tollway) Effective: March 30, 2009

    E-Print Network [OSTI]

    PRECAST REPLACEMENT OF CONCRETE PAVEMENT SLABS (Tollway) Effective: March 30, 2009 Revised: October 19, 2012 DESCRIPTION. This work shall consist of the removal of existing concrete pavement, restoration of the subbase material, the installation of precast concrete pavement slabs in accordance

  4. ADMINISTRATIVE CHANGE TO DOE O 470.4B, Safeguards and Security Program

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office of ScienceandMesa del(ANL-IN-03-032)8Li (59AJ76) (See the EnergyTAMANG, APIL. AProvenance Capture70.4B

  5. Data:20a6328f-2179-4b92-b55c-c100de03de4e | Open Energy Information

    Open Energy Info (EERE)

    Residential Description: This rate is available for electric thermal storage (ETS) space heaters, under slab electric heat, or water heat providing the customer has a minimum...

  6. Property:Building/FloorAreaShops | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices JumpFloorAreaShops Jump to:

  7. Property:Building/FloorAreaSportCenters | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices JumpFloorAreaShops Jump

  8. Property:Building/FloorAreaWarehouses | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOfficesFloorAreaWarehouses Jump to:

  9. Data:Ff96ab4b-b24a-4e86-b1c1-70d4b0d306b5 | Open Energy Information

    Open Energy Info (EERE)

    b1c1-70d4b0d306b5 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic...

  10. Live load effects in diaphragms of concrete slab-on-steel girder highway bridges

    E-Print Network [OSTI]

    Saindon, Kenneth Carl

    1994-01-01T23:59:59.000Z

    slab stiffness composite moment of inertia of steel girder and associated portion of bridge deck, in. stiffness of the slab and diaphragm in the transverse direction, k-in. stiffness of the slab in the transverse direction, k-in. 2 span length, ft...-sectional area of the diaphragm members used in each bridge model to obtain the stiffnesses, as defined above, of 250 k/in. , 700 k/in. , and 1250 k/in. Table 2. Cross-Sectional Areas of Diaphragm Members (in. ) Diaphragm Stiffness, k/in. 0. 06 250 k/in...

  11. Generation of terahertz radiation from a low-density plasma slab irradiated by a laser pulse

    SciTech Connect (OSTI)

    Frolov, A. A. [Russian Academy of Sciences, Joint Institute for High Temperatures (Russian Federation)

    2010-04-15T23:59:59.000Z

    The generation of terahertz electromagnetic radiation when a laser pulse propagates through a low-density plasma slab is considered. It is shown that terahertz waves are excited because of the growth of a weakly damped, antisymmetric leaking mode of the plasma slab. The spectral, angular, and energy parameters of the terahertz radiation are investigated, as well as the spatiotemporal structure of the emitted waves. It is demonstrated that terahertz electromagnetic wave fields are generated most efficiently when the pulse length is comparable to the slab thickness.

  12. INDEPENDENT VERIFICATION OF THE BUILDING 3550 SLAB AT OAK RIDGE NATIONAL LABORATORY OAK RIDGE, TENNESSEE

    SciTech Connect (OSTI)

    Weaver, Phyllis C.

    2012-05-08T23:59:59.000Z

    The Oak Ridge Institute for Science and Education (ORISE) has completed the independent verification survey of the Building 3550 Slab. The results of this effort are provided. The objective of this verification survey is to provide independent review and field assessment of remediation actions conducted by Safety and Ecology Corporation (SEC) to document that the final radiological condition of the slab meets the release guidelines. Verification survey activities on the Building 3550 Slab that included scans, measurements, and the collection of smears. Scans for alpha, alpha plus beta, and gamma activity identified several areas that were investigated.

  13. Academic Programs and Policy 401 Golden Shore, 6th Floor

    E-Print Network [OSTI]

    Ponce, V. Miguel

    Academic Programs and Policy 401 Golden Shore, 6th Floor Long Beach, CA 90802-4210 www for graduation is specified (not just the total for the major): _______ the proposed bachelor's program requires no fewer and no more than 120 units _______ proposed bachelor's degree programs

  14. Controlling Social Dynamics with a Parametrized Model of Floor Regulation

    E-Print Network [OSTI]

    Das, Suman

    Controlling Social Dynamics with a Parametrized Model of Floor Regulation Crystal Chao, Andrea L is to build autonomous robot controllers for successfully engaging in human-like turn-taking interactions. Towards this end, we present CADENCE, a novel computational model and architecture that explicitly reasons

  15. Pattern of Thermal Fluctuations in a Recovery Boiler Floor

    SciTech Connect (OSTI)

    Abdullah, Z.; Gorog, J.P.; Keiser, J.R.; Meyers, L.E.; Swindeman, R.W.

    1999-04-25T23:59:59.000Z

    The floor of a black liquor recovey boiler at a mill in central Canada has experienced cracking and delamination of the composite tubing near the spout wall and deformation of the floor panels that is most severe in the vicinity of the spout wall. One possible explanation for the observed damage is impacts of salt cake falling from the convective section onto the floor. In order to determine if such impacts do occur, strain gauges and thermocouples were installed on the boiler floor in areas where cracking and deformation were most frequent. The data obtained from these instruments indicate that brief, sudden temperature fluctuations do occur, and changes in the strain experienced by the affected tube occur simultaneously. These fluctuations appear to occur less often along the spout wall and more frequently with increasing distance from the wall. The frequency of these temperature fluctuations is insufficient for thermal fatigue to be the sole cause of the cracking observed on the tubes, but the data are consistent with what might be expected from pieces of falling salt cake.

  16. Pattern of thermal fluctuations in a recovery boiler floor

    SciTech Connect (OSTI)

    Keiser, J.R.; Meyers, L.E.; Swindeman, R.W.; Gorog, J.P.; Abdullah, Z.

    1999-07-01T23:59:59.000Z

    The floor of a black liquor recovery boiler at a mill in central Canada has experienced cracking and delamination of the composite tubing near the spout wall and deformation of the floor panels that is most severe in the vicinity of the spout wail. One possible explanation for the observed damage is impacts of salt cake falling from the convective section onto the floor. In order to determine if such impacts do occur, strain gauges and thermocouples were installed on the boiler floor in areas where cracking and deformation were most frequent. The data obtained from these instruments indicate that brief, sudden temperature fluctuations do occur, and changes in the strain experienced by-the affected tube occur simultaneously. These fluctuations appear to occur less often along the spout wall and more frequently with increasing distance from the wall. The frequency of these temperature fluctuations is insufficient for thermal fatigue to be the sole cause of the cracking observed on the tubes, but the data are consistent with what might be expected from pieces of falling salt cake.

  17. UWMC Floor Maps for Pa ents and Visitors

    E-Print Network [OSTI]

    Yetisgen-Yildiz, Meliha

    Center SHUTTLES To Harborview, UWMC-Roosevelt, FHCHC, and SCCA Pharmacy - Inpa ent PACIFIC TOWER Radia ng Area Angio-VIR CT/MRI Nuclear Medicine Ultrasound Quiet Room PACIFIC TOWER Anatomic Pathology Pavilion Pharmacy Spiral Stairs Vending Machines Sky Bridge Shu le Cash machine (1st Floor) Coffee (1st & 3

  18. Seismic fragility and retrofitting for a reinforced concrete flat-slab structure

    E-Print Network [OSTI]

    Bai, Jong-Wha

    2004-09-30T23:59:59.000Z

    The effectiveness of seismic retrofitting applied to enhance seismic performance was assessed for a five-story reinforced concrete (RC) flat-slab building structure in the central United States. In addition to this, an assessment of seismic...

  19. Investigating Mould Heat Transfer in Thin Slab Casting with CON1D Begoa Santillana

    E-Print Network [OSTI]

    Thomas, Brian G.

    . Heat transfer in the thin slab casting mould is being investigated with the 1-D heat transfer model MODEL DESCRIPTION The heat transfer model, CON1D1 , models several aspects of the continuous casting

  20. Experimental demonstration of near-infrared epsilon-near-zero multilayer metamaterial slabs

    E-Print Network [OSTI]

    Yang, Xiaodong; Deng, Huixu; Rosenmann, Daniel; Czaplewski, David A; Gao, Jie

    2013-01-01T23:59:59.000Z

    Near-infrared epsilon-near-zero (ENZ) metamaterial slabs based on silver-germanium (Ag-Ge) multilayers are experimentally demonstrated. Transmission, reflection and absorption spectra are characterized and used to determine the complex refractive indices and the effective permittivities of the ENZ metamaterial slabs, which match the results obtained from both the numerical simulations and the optical nonlocalities analysis. A rapid post-annealing process is used to reduce the collision frequency of silver and therefore decrease the optical absorption loss of multilayer metamaterial slabs. Furthermore, multilayer grating structures are studied to enhance the optical transmission and also tune the location of ENZ wavelength. The demonstrated near-infrared ENZ multilayer metamaterial slabs are important for realizing many exotic applications, such as phase front shaping and engineering of photonic density of states.

  1. Analysis of a hybrid UFAD and radiant hydronic slab HVAC system

    E-Print Network [OSTI]

    Raftery, Paul; Lee, Kwang Ho; Webster, Thomas; Bauman, Fred

    2011-01-01T23:59:59.000Z

    Air- Conditioning Engineers HVAC & R Research, vol. 50, Sep.and radiant hydronic slab HVAC system.   Paul RAFTERY a,* ,of a novel integrated HVAC system. This system combines an

  2. Nonlinear absorption and carrier dynamics in slab-coupled optical waveguide amplifiers

    E-Print Network [OSTI]

    Ippen, Erich P.

    Limitations imposed on the saturation energy of high-power slab-coupled optical waveguide amplifiers were studied for pulsed signal transmission. Loss due to the two-photon absorption and free-carrier absorption processes ...

  3. The assessment of mixing/solid suspension in a slab tank due to vibratory agitation 

    E-Print Network [OSTI]

    Ramsey, Christopher Joseph

    1988-01-01T23:59:59.000Z

    THE ASSESSMENT OF MIXING/SOLID SUSPENSION IN A SLAB TANK DUE TO VIBRATORY AGITATION A Thesis by CHRISTOPHER JOSEPH RAMSEY Submitted to the Graduate College of Texas AkM University in partial fulfillment of the requirement for the degree... of MASTER OF SCIENCE August 1988 Major Subject: Mechanical Engineering THE ASSESSMENT OF MIXING/SOLID SUSPENSION IN A SLAB TANK DUE TO VIBRATORY AGITATION A Thesis by CHRISTOPHER JOSEPH RAMSEY Approved as to style and content by: Gar B. Tatterson...

  4. Numerical Simulation of Thermal Performance of Floor Radiant Heating System with Enclosed Phase Change Material

    E-Print Network [OSTI]

    Qiu, L.; Wu, X.

    2006-01-01T23:59:59.000Z

    water temperatures. With the method of enthalpy , the PCM thermal storage time is studied under different supply water temperatures, supply water flows, distances between water wipe in the floor construction, floor covers and insulation conditions....

  5. Design and Experiments of a Solar Low-temperature Hot Water Floor Radiant Heating System 

    E-Print Network [OSTI]

    Wu, Z.; Li, D.

    2006-01-01T23:59:59.000Z

    The solar low-temperature hot water floor radiant heating system combines solar energy heating with floor radiant heating. This kind of environmental heating way not only saves fossil resources and reduces pollution, but also makes people feel more...

  6. Design and Experiments of a Solar Low-temperature Hot Water Floor Radiant Heating System

    E-Print Network [OSTI]

    Wu, Z.; Li, D.

    2006-01-01T23:59:59.000Z

    The solar low-temperature hot water floor radiant heating system combines solar energy heating with floor radiant heating. This kind of environmental heating way not only saves fossil resources and reduces pollution, but also makes people feel more...

  7. INPP4B-mediated tumor resistance is associated with modulation of glucose metabolism via hexokinase 2 regulation in laryngeal cancer cells

    SciTech Connect (OSTI)

    Min, Joong Won [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)] [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of); Kim, Kwang Il [Molecular Imaging Research Center, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)] [Molecular Imaging Research Center, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of); Kim, Hyun-Ah; Kim, Eun-Kyu; Noh, Woo Chul [Department of Surgery, Korea Cancer Center Hospital, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)] [Department of Surgery, Korea Cancer Center Hospital, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of); Jeon, Hong Bae [Biomedical Research Institute, MEDIPOST Co., Ltd., Seoul (Korea, Republic of)] [Biomedical Research Institute, MEDIPOST Co., Ltd., Seoul (Korea, Republic of); Cho, Dong-Hyung [Graduate School of East-West Medical Science, Kyung Hee University, Gyeonggi-do (Korea, Republic of)] [Graduate School of East-West Medical Science, Kyung Hee University, Gyeonggi-do (Korea, Republic of); Oh, Jeong Su [Department of Genetic Engineering, Sungkyunkwan University, Suwon (Korea, Republic of)] [Department of Genetic Engineering, Sungkyunkwan University, Suwon (Korea, Republic of); Park, In-Chul; Hwang, Sang-Gu [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)] [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of); Kim, Jae-Sung, E-mail: jaesung@kirams.re.kr [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)] [Division of Radiation Cancer Research, Korea Institute of Radiological and Medical Sciences, Seoul (Korea, Republic of)

    2013-10-11T23:59:59.000Z

    Highlights: •HIF-1?-regulated INPP4B enhances glycolysis. •INPP4B regulates aerobic glycolysis by inducing HK2 via Akt-mTOR pathway. •Blockage of INPP4B and HK2 sensitizes radioresistant laryngeal cancer cells to radiation and anticancer drug. •INPP4B is associated with HK2 in human laryngeal cancer tissues. -- Abstract: Inositol polyphosphate 4-phosphatase type II (INPP4B) was recently identified as a tumor resistance factor in laryngeal cancer cells. Herein, we show that INPP4B-mediated resistance is associated with increased glycolytic phenotype. INPP4B expression was induced by hypoxia and irradiation. Intriguingly, overexpression of INPP4B enhanced aerobic glycolysis. Of the glycolysis-regulatory genes, hexokinase 2 (HK2) was mainly regulated by INPP4B and this regulation was mediated through the Akt-mTOR pathway. Notably, codepletion of INPP4B and HK2 markedly sensitized radioresistant laryngeal cancer cells to irradiation or anticancer drug. Moreover, INPP4B was significantly associated with HK2 in human laryngeal cancer tissues. Therefore, these results suggest that INPP4B modulates aerobic glycolysis via HK2 regulation in radioresistant laryngeal cancer cells.

  8. Thermal Behavior of Floor Tubes in a Kraft Recovery Boiler

    SciTech Connect (OSTI)

    Barker, R.E.; Choudhury, K.A.; Gorog, J.P.; Hall, L.M.; Keiser, J.R.; Sarma, G.B.

    1999-09-12T23:59:59.000Z

    The temperatures of floor tubes in a slope-floored black liquor recovery boiler were measured using an array of thermocouples located on the tube crowns. It was found that sudden, short duration temperature increases occurred with a frequency that increased with distance from the spout wall. To determine if the temperature pulses were associated with material falling from the convective section of the boiler, the pattern of sootblower operation was recorded and compared with the pattern of temperature pulses. During the period from September, 1998, through February, 1999, it was found that more than 2/3 of the temperature pulses occurred during the time when one of the fast eight sootblowers, which are directed at the back of the screen tubes and the leading edge of the first superheater bank, was operating.

  9. Accelerated Wear Tests on Common Floor-covering Materials.

    E-Print Network [OSTI]

    Stewart, B. R.; Kunze, O. R.; Hobgood, Price.

    1958-01-01T23:59:59.000Z

    *'r** qd** ""~c- web*- !,* . flccelerated Wear Tests e" f loor-couering materials AGRICULTURAL EXPERIMENT STATION R. D. LEWIS, DIRECTOR, COLLEGE STATION. TEXAS SUMMARY I .. - " : 5: Accelerated wear tests made on six common floor covering... materials indicated there are variations in the changes of appearance and wear in these materials. Solid sheet vinyls and rubber tiles showed significantly less wear than asphalt tiles, vinyl- asbestos tiles, linoleums and cork. Asphalt tiles showed...

  10. PHASE CHANGE MATERIALS IN FLOOR TILES FOR THERMAL ENERGY STORAGE

    SciTech Connect (OSTI)

    Douglas C. Hittle

    2002-10-01T23:59:59.000Z

    Passive solar systems integrated into residential structures significantly reduce heating energy consumption. Taking advantage of latent heat storage has further increased energy savings. This is accomplished by the incorporation of phase change materials into building materials used in passive applications. Trombe walls, ceilings and floors can all be enhanced with phase change materials. Increasing the thermal storage of floor tile by the addition of encapsulated paraffin wax is the proposed topic of research. Latent heat storage of a phase change material (PCM) is obtained during a change in phase. Typical materials use the latent heat released when the material changes from a liquid to a solid. Paraffin wax and salt hydrates are examples of such materials. Other PCMs that have been recently investigated undergo a phase transition from one solid form to another. During this process they will release heat. These are known as solid-state phase change materials. All have large latent heats, which makes them ideal for passive solar applications. Easy incorporation into various building materials is must for these materials. This proposal will address the advantages and disadvantages of using these materials in floor tile. Prototype tile will be made from a mixture of quartz, binder and phase change material. The thermal and structural properties of the prototype tiles will be tested fully. It is expected that with the addition of the phase change material the structural properties will be compromised to some extent. The ratio of phase change material in the tile will have to be varied to determine the best mixture to provide significant thermal storage, while maintaining structural properties that meet the industry standards for floor tile.

  11. Beam Collimation Using an Anisotropic Metamaterial Slab without Any Nanometer-sized Aperture

    E-Print Network [OSTI]

    Zhang, Shou; Cui, Yanxia; Zhang, Feng; He, Sailing; Hao, Yuying; Zhu, Furong

    2015-01-01T23:59:59.000Z

    Plasmonic beam collimation effect has been thoroughly investigated based on the well-known nanometer-scale bull's eye structure formed by complex and high-cost fabrication processes. In this work, we report our effort for attaining beam collimation using an anisotropic metamaterial (AMM) slab that consists of a stack of alternating metal/dielectric layers and an integrated top metal grating. The results show that AMM slab allows creating the beam collimation effect similar to that of the bull's eye structure, an enabling technology for practical application due to its simple architecture and cost benefits. The excitation of surface plasmons at the AMM/air interface is derived. The structure of the AMM slab and its impact on beaming performance were analyzed using the effective medium theory and Finite Element Method.

  12. Geophysical investigation of selected sites in burial grounds 218-W-3A, -4B, and -4C

    SciTech Connect (OSTI)

    Kiesler, J.P.

    1996-08-20T23:59:59.000Z

    Ground-penetrating radar (GPR) and electro-magnetic induction(EMI) were successfully used to delineate buried wastes in Trenches 218-W-3A, -4B, and -4C and determine the amount of soil cover of the buried wastes.

  13. Modern Physics II: PH 352-4B & PH 352L-G7 Spring Semester 2009

    E-Print Network [OSTI]

    Camata, Renato P.

    Modern Physics II: PH 352-4B & PH 352L-G7 Spring Semester 2009 Time and location: Mondays, Tuesdays.html Modern Physics for Scientists and Engineers Thornton & Rex, 3rd Ed., 2006 Publisher: Thomson-Brooks/Cole ISBN: 0534417817 ISBN13: 9780534417819 Textbook Errata: http://modern.physics.virginia.edu/Book/errata3

  14. Electromagnetic radiation from a plasma slab during the development of Weibel instability

    SciTech Connect (OSTI)

    Vagin, K. Yu.; Romanov, A. Yu.; Uryupin, S. A. [Russian Academy of Sciences, Lebedev Physical Institute (Russian Federation)

    2012-01-15T23:59:59.000Z

    Electromagnetic radiation from an anisotropic plasma slab formed by ionization of matter in the field of a high-power femtosecond pulse is studied. It is shown that the growth of initial field perturbations in the course of Weibel instability is accompanied by the generation of nonmonochromatic radiation with a characteristic frequency on the order of the instability growth rate. It is found that perturbations with characteristic scale lengths less than or on the order of the ratio of the speed of light to the Langmuir frequency are excited and radiated most efficiently, provided that the slab is thicker than this ratio.

  15. Why Do Kraft Recovery Boiler Composite Floor Tubes Crack?

    SciTech Connect (OSTI)

    Keiser, J.R.

    2001-10-22T23:59:59.000Z

    Cracks were first reported in 1992 in co-extruded 304L stainless steel/SA210 Gd Al carbon steel floor tubes of North American black liquor recovery boilers. Since then, a considerable amount of information has been collected on the tube environment, crack characteristics, the stress state of the tubes, and the crack initiation and propagation mechanisms. These studies have identified both operating procedures that apparently can greatly lessen the likelihood of crack formation in the stainless steel layer and alternate materials that appear to be much more resistant to cracking than is 304L stainless.

  16. Property:Building/FloorAreaHeatedGarages | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute forToolkitFloorAreaHealthServicesDaytime Jump

  17. Property:Building/FloorAreaHotels | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute forToolkitFloorAreaHealthServicesDaytime

  18. Property:Building/FloorAreaOffices | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices Jump to: navigation, search This

  19. Property:Building/FloorAreaOtherRetail | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices Jump to: navigation, search

  20. Property:Building/FloorAreaResidential | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices Jump to: navigation,

  1. Property:Building/FloorAreaRestaurants | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices Jump to:

  2. Observation of leaky slab modes in an air-bridged semiconductor waveguide with a two-dimensional photonic lattice

    E-Print Network [OSTI]

    Young, Jeff

    Observation of leaky slab modes in an air-bridged semiconductor waveguide with a two An air-bridged, 120-nm-thick semiconductor slab with a two-dimensional 2D square array of through holes dramatic effects have been observed in semiconductor microcavity structures in which the physical structure

  3. Deep-slab fluids fuel extremophilic Archaea on a Mariana forearc serpentinite mud volcano: Ocean Drilling Program

    E-Print Network [OSTI]

    Moyer, Craig

    Deep-slab fluids fuel extremophilic Archaea on a Mariana forearc serpentinite mud volcano: Ocean, M. J., S. C. Komor, P. Fryer, and C. L. Moyer, Deep-slab fluids fuel extremophilic Archaea.5, made up overwhelmingly of Archaea, is oxidizing methane from the ascending fluid to carbonate ion

  4. Cactus, Pixies, 04 Sept 09 Sittin' here wishin' on a cement floor

    E-Print Network [OSTI]

    Reiners, Peter W.

    Cactus, Pixies, 04 Sept 09 Em Sittin' here wishin' on a cement floor G Em just wishin' that I had that dress when you di-yi-yi-yi-yine Em Sittin' here wishin' on a cement floor G Em just wishin' that I had it to me Em Sittin' here wishin' on a cement floor G Em just wishin' that I had something you wore #12;

  5. Low Floor Americans with Disabilities Compliant Alternate Fuel Vehicle Project

    SciTech Connect (OSTI)

    James Bartel

    2004-11-26T23:59:59.000Z

    This project developed a low emission, cost effective, fuel efficient, medium-duty community/transit shuttle bus that meets American's with Disabilities Act (ADA) requirements and meets National Energy Policy Act requirements (uses alternative fuel). The Low Profile chassis, which is the basis of this vehicle is configured to be fuel neutral to accommodate various alternative fuels. Demonstration of the vehicle in Yellowstone Park in summer (wheeled operation) and winter (track operation) demonstrated the feasibility and flexibility for this vehicle to provide year around operation throughout the Parks system as well as normal transit operation. The unique configuration of the chassis which provides ADA access with a simple ramp and a flat floor throughout the passenger compartment, provides maximum access for all passengers as well as maximum flexibility to configure the vehicle for each application. Because this product is derived from an existing medium duty truck chassis, the completed bus is 40-50% less expensive than existing low floor transit buses, with the reliability and durability of OEM a medium duty truck.

  6. THERMAL EVALUATION OF CONTAMINATED LIQUID ONTO CELL FLOORS

    SciTech Connect (OSTI)

    (NOEMAIL), J

    2009-05-04T23:59:59.000Z

    For the Salt Disposition Integration Project (SDIP), postulated events in the new Salt Waste Processing Facility (SWPF) can result in spilling liquids that contain Cs-137 and organics onto cell floors. The parameters of concern are the maximum temperature of the fluid following a spill and the time required for the maximum fluid temperature to be reached. Control volume models of the various process cells have been developed using standard conduction and natural convection relationships. The calculations are performed using the Mathcad modeling software. The results are being used in Consolidated Hazards Analysis Planning (CHAP) to determine the controls that may be needed to mitigate the potential impact of liquids containing Cs-137 and flammable organics that spill onto cell floors. Model development techniques and the ease of making model changes within the Mathcad environment are discussed. The results indicate that certain fluid spills result in overheating of the fluid, but the times to reach steady-state are several hundred hours. The long times allow time for spill clean up without the use of expensive mitigation controls.

  7. An evaluation of standing-induced lower leg edema as a function of floor surace

    E-Print Network [OSTI]

    DiSalvi, Lawrence Roberts

    1995-01-01T23:59:59.000Z

    of Tukey Mean Separation Analysis of Floor Surface Rankings 34 LIST OF FIGURES FIGURE Page 1 Volume Measurement of the Ankle/Foot Region. 16 2 Above-Knee Region (Leg Region A): Percent Volume Change by Floor Surface and Gender. . . 24 3 Below...-Knee Region (Leg Region B): Percent Volume Change by Floor Surface and Gender. . . 25 4 Ankle/Foot Region (Leg Region C): Percent Volume Change by Floor Surface and Gender. . . 26 5 Above-Knee Region (Leg Region A): Percent Volume Change by Week...

  8. E-Print Network 3.0 - aircraft floor paneling Sample Search Results

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Collection: Materials Science 13 NIST NCSTAR 1-5A, WTC Investigation 297 FIRE BEHAVIOR IN WORLD TRADE CENTER 2 Summary: of the aircraft's starboard wing. Other floors...

  9. Ground Source Heat Pump Sub-Slab Heat Exchange Loop Performance in a Cold Climate

    SciTech Connect (OSTI)

    Mittereder, N.; Poerschke, A.

    2013-11-01T23:59:59.000Z

    This report presents a cold-climate project that examines an alternative approach to ground source heat pump (GSHP) ground loop design. The innovative ground loop design is an attempt to reduce the installed cost of the ground loop heat exchange portion of the system by containing the entire ground loop within the excavated location beneath the basement slab. Prior to the installation and operation of the sub-slab heat exchanger, energy modeling using TRNSYS software and concurrent design efforts were performed to determine the size and orientation of the system. One key parameter in the design is the installation of the GSHP in a low-load home, which considerably reduces the needed capacity of the ground loop heat exchanger. This report analyzes data from two cooling seasons and one heating season. Upon completion of the monitoring phase, measurements revealed that the initial TRNSYS simulated horizontal sub-slab ground loop heat exchanger fluid temperatures and heat transfer rates differed from the measured values. To determine the cause of this discrepancy, an updated model was developed utilizing a new TRNSYS subroutine for simulating sub-slab heat exchangers. Measurements of fluid temperature, soil temperature, and heat transfer were used to validate the updated model.

  10. Author's personal copy Hybrid concrete and pultruded-plank slabs for highway and pedestrian bridges

    E-Print Network [OSTI]

    Bank, Lawrence C.

    -in-place con- crete panel to produce a hollow slab of 75 mm depth that is typical of timber decking used in FRP pultru- sion companies for use in FRP platforms and stair systems. In the USA these are known mm deep and can be used in place of timber decking for pedestrian bridges or walkways

  11. Analysis and control of the thermal runaway of ceramic slab under microwave heating

    E-Print Network [OSTI]

    Sheen, Dongwoo

    Analysis and control of the thermal runaway of ceramic slab under microwave heating Changjun Liu of the dielectrics during microwave heating, in which there is a big jump of the steady-state temperature while the applied microwave power varies slightly. It hinders engineers in the applications of microwave heating

  12. Residential Slab-On-Grade Heat Transfer in Hot Humid Climates

    E-Print Network [OSTI]

    Clark, E.; Ascolese, M.; Collins, W.

    1989-01-01T23:59:59.000Z

    resistances, thermostat setting and soil properties. Factors affecting Tm are discussed. For a typical carpeted residence in the hottest U.S. climates, the cooling load due to the slab is about 5 million Btu per cooling season. In some climates heat transfer...

  13. Slab waveguide photobioreactors for microalgae based biofuel production{{ Erica Eunjung Jung,a

    E-Print Network [OSTI]

    Erickson, David

    Slab waveguide photobioreactors for microalgae based biofuel production{{ Erica Eunjung Jung Erickson*a Received 1st May 2012, Accepted 19th June 2012 DOI: 10.1039/c2lc40490g Microalgae productivity. Introduction Concerns surrounding global climate change and foreign energy dependency have led

  14. The effect of ocean mixed layer depth on climate in slab ocean aquaplanet experiments

    E-Print Network [OSTI]

    Battisti, David

    a severely reduced (&50 %) meridi- onal energy transport relative to the deep ocean runs. As a resultThe effect of ocean mixed layer depth on climate in slab ocean aquaplanet experiments Aaron Donohoe online: 28 June 2013 Ã? Springer-Verlag Berlin Heidelberg 2013 Abstract The effect of ocean mixed layer

  15. ORNL Soils Remediation and Slabs Removal The Bridge from D&D to Redevelopment

    SciTech Connect (OSTI)

    Conger, M Malinda [ORNL; Schneider, Ken R [ORNL

    2012-01-01T23:59:59.000Z

    The landscape of the Oak Ridge National Laboratory (ORNL) has dramatically changed over the past 2 years with demolition of aging facilities in the Central Campus. Removal of these infrastructure legacies was possible due to an influx of DOE-Environmental Management funding through the American Recovery and Reinvestment Act of 2009 (ARRA). Facility D&D traditionally removes everything down to the building slab, and the Soils and Sediments Program is responsible for slabs, below-grade footers, abandoned waste utilities, and soils contaminated above certain risk levels that must be removed before the site can be considered for redevelopment. , DOE-EM has used a combination of base and ARRA funding to facilitate the clean-up process in ORNL s 2000 Area. Demolition of 13 buildings in the area was funded by the ARRA. Characterization of the remaining slabs, underground pipelines and soils was funded by DOE-EM base funding. Additional ARRA funding was provided for the removal of the slabs, pipelines and contaminated soils. Removal work is in progress and consists of removing and disposing of approximately 10,000 cubic yards (CY) of concrete, 2,500 CY of debris, and 500 CY of contaminated soil. The completion of this work will allow the site to be available for redevelopment and site reuse efforts at ORNL.

  16. Statistical Analysis Of Tank 5 Floor Sample Results

    SciTech Connect (OSTI)

    Shine, E. P.

    2012-08-01T23:59:59.000Z

    Sampling has been completed for the characterization of the residual material on the floor of Tank 5 in the F-Area Tank Farm at the Savannah River Site (SRS), near Aiken, SC. The sampling was performed by Savannah River Remediation (SRR) LLC using a stratified random sampling plan with volume-proportional compositing. The plan consisted of partitioning the residual material on the floor of Tank 5 into three non-overlapping strata: two strata enclosed accumulations, and a third stratum consisted of a thin layer of material outside the regions of the two accumulations. Each of three composite samples was constructed from five primary sample locations of residual material on the floor of Tank 5. Three of the primary samples were obtained from the stratum containing the thin layer of material, and one primary sample was obtained from each of the two strata containing an accumulation. This report documents the statistical analyses of the analytical results for the composite samples. The objective of the analysis is to determine the mean concentrations and upper 95% confidence (UCL95) bounds for the mean concentrations for a set of analytes in the tank residuals. The statistical procedures employed in the analyses were consistent with the Environmental Protection Agency (EPA) technical guidance by Singh and others [2010]. Savannah River National Laboratory (SRNL) measured the sample bulk density, nonvolatile beta, gross alpha, and the radionuclide, elemental, and chemical concentrations three times for each of the composite samples. The analyte concentration data were partitioned into three separate groups for further analysis: analytes with every measurement above their minimum detectable concentrations (MDCs), analytes with no measurements above their MDCs, and analytes with a mixture of some measurement results above and below their MDCs. The means, standard deviations, and UCL95s were computed for the analytes in the two groups that had at least some measurements above their MDCs. The identification of distributions and the selection of UCL95 procedures generally followed the protocol in Singh, Armbya, and Singh [2010]. When all of an analyte's measurements lie below their MDCs, only a summary of the MDCs can be provided. The measurement results reported by SRNL are listed in Appendix A, and the results of this analysis are reported in Appendix B. The data were generally found to follow a normal distribution, and to be homogenous across composite samples.

  17. STATISTICAL ANALYSIS OF TANK 5 FLOOR SAMPLE RESULTS

    SciTech Connect (OSTI)

    Shine, E.

    2012-03-14T23:59:59.000Z

    Sampling has been completed for the characterization of the residual material on the floor of Tank 5 in the F-Area Tank Farm at the Savannah River Site (SRS), near Aiken, SC. The sampling was performed by Savannah River Remediation (SRR) LLC using a stratified random sampling plan with volume-proportional compositing. The plan consisted of partitioning the residual material on the floor of Tank 5 into three non-overlapping strata: two strata enclosed accumulations, and a third stratum consisted of a thin layer of material outside the regions of the two accumulations. Each of three composite samples was constructed from five primary sample locations of residual material on the floor of Tank 5. Three of the primary samples were obtained from the stratum containing the thin layer of material, and one primary sample was obtained from each of the two strata containing an accumulation. This report documents the statistical analyses of the analytical results for the composite samples. The objective of the analysis is to determine the mean concentrations and upper 95% confidence (UCL95) bounds for the mean concentrations for a set of analytes in the tank residuals. The statistical procedures employed in the analyses were consistent with the Environmental Protection Agency (EPA) technical guidance by Singh and others [2010]. Savannah River National Laboratory (SRNL) measured the sample bulk density, nonvolatile beta, gross alpha, radionuclide, inorganic, and anion concentrations three times for each of the composite samples. The analyte concentration data were partitioned into three separate groups for further analysis: analytes with every measurement above their minimum detectable concentrations (MDCs), analytes with no measurements above their MDCs, and analytes with a mixture of some measurement results above and below their MDCs. The means, standard deviations, and UCL95s were computed for the analytes in the two groups that had at least some measurements above their MDCs. The identification of distributions and the selection of UCL95 procedures generally followed the protocol in Singh, Armbya, and Singh [2010]. When all of an analyte's measurements lie below their MDCs, only a summary of the MDCs can be provided. The measurement results reported by SRNL are listed in Appendix A, and the results of this analysis are reported in Appendix B. The data were generally found to follow a normal distribution, and to be homogeneous across composite samples.

  18. Statistical Analysis of Tank 5 Floor Sample Results

    SciTech Connect (OSTI)

    Shine, E. P.

    2013-01-31T23:59:59.000Z

    Sampling has been completed for the characterization of the residual material on the floor of Tank 5 in the F-Area Tank Farm at the Savannah River Site (SRS), near Aiken, SC. The sampling was performed by Savannah River Remediation (SRR) LLC using a stratified random sampling plan with volume-proportional compositing. The plan consisted of partitioning the residual material on the floor of Tank 5 into three non-overlapping strata: two strata enclosed accumulations, and a third stratum consisted of a thin layer of material outside the regions of the two accumulations. Each of three composite samples was constructed from five primary sample locations of residual material on the floor of Tank 5. Three of the primary samples were obtained from the stratum containing the thin layer of material, and one primary sample was obtained from each of the two strata containing an accumulation. This report documents the statistical analyses of the analytical results for the composite samples. The objective of the analysis is to determine the mean concentrations and upper 95% confidence (UCL95) bounds for the mean concentrations for a set of analytes in the tank residuals. The statistical procedures employed in the analyses were consistent with the Environmental Protection Agency (EPA) technical guidance by Singh and others [2010]. Savannah River National Laboratory (SRNL) measured the sample bulk density, nonvolatile beta, gross alpha, and the radionuclide1, elemental, and chemical concentrations three times for each of the composite samples. The analyte concentration data were partitioned into three separate groups for further analysis: analytes with every measurement above their minimum detectable concentrations (MDCs), analytes with no measurements above their MDCs, and analytes with a mixture of some measurement results above and below their MDCs. The means, standard deviations, and UCL95s were computed for the analytes in the two groups that had at least some measurements above their MDCs. The identification of distributions and the selection of UCL95 procedures generally followed the protocol in Singh, Armbya, and Singh [2010]. When all of an analyte's measurements lie below their MDCs, only a summary of the MDCs can be provided. The measurement results reported by SRNL are listed, and the results of this analysis are reported. The data were generally found to follow a normal distribution, and to be homogenous across composite samples.

  19. A Tactile Luminous Floor Used as a Playful Space's Skin* Tobi Delbrck, Adrian M. Whatley, Rodney Douglas, Kynan Eng, Klaus Hepp and Paul F.M.J. Verschure

    E-Print Network [OSTI]

    Delbruck, Tobi

    A Tactile Luminous Floor Used as a Playful Space's Skin* Tobi Delbrück, Adrian M. Whatley, Rodney of the novel tactile luminous floor and how the floor is used as the skin of the playful interactive space Ada--interactive space, tactile surface, luminous floor, people tracking, gamse I. INTRODUCTION Many luminous floors have

  20. Strategy Guideline: Quality Management in Existing Homes; Cantilever Floor Example

    SciTech Connect (OSTI)

    Taggart, J.; Sikora, J.; Wiehagen, J.; Wood, A.

    2011-12-01T23:59:59.000Z

    This guideline is designed to highlight the QA process that can be applied to any residential building retrofit activity. The cantilevered floor retrofit detailed in this guideline is included only to provide an actual retrofit example to better illustrate the QA activities being presented. The goal of existing home high performing remodeling quality management systems (HPR-QMS) is to establish practices and processes that can be used throughout any remodeling project. The research presented in this document provides a comparison of a selected retrofit activity as typically done versus that same retrofit activity approached from an integrated high performance remodeling and quality management perspective. It highlights some key quality management tools and approaches that can be adopted incrementally by a high performance remodeler for this or any high performance retrofit. This example is intended as a template and establishes a methodology that can be used to develop a portfolio of high performance remodeling strategies.

  1. Floor-Supply Displacement Ventilation in a Small Office Nobukazu Kobayashi

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    1 Floor-Supply Displacement Ventilation in a Small Office Nobukazu Kobayashi Building Technology Displacement ventilation . Computational fluid dynamics . Experimental measurements . Floor supply . Indoor air ventilation system using computational-fluid-dynamics (CFD). The experiment was carried out in a full

  2. ENERGY ANALYSISF FOR WORKSHOPS WITH FLOOR-SUPPLY DISPLACEMENT VENTILATION UNDER THE U.S. CLIMATES

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    1 ENERGY ANALYSISF FOR WORKSHOPS WITH FLOOR-SUPPLY DISPLACEMENT VENTILATION UNDER THE U.S. CLIMATES ventilation systems are better than mixing ventilation systems. The benefits include indoor air quality. This research compared the energy use of a floor-supply displacement ventilation system in a large industrial

  3. Experimental Study of the Floor Radiant Cooling System Combined with Displacement Ventilation

    E-Print Network [OSTI]

    Ren, Y.; Li, D.; Zhang, Y.

    2006-01-01T23:59:59.000Z

    and developed measures for preventing it. The dry air layer near the floor formed by a displacement ventilation system can effectively prevent dews on the surface of the floor in the wet and hot days in summer. In addition, for the sake of the displacement...

  4. Modified floor response spectra for the Brookhaven National Laboratory High Flux Beam Reactor (HFBR)

    SciTech Connect (OSTI)

    Morante, R.J.; Skonieczny, J.

    1994-03-01T23:59:59.000Z

    This report documents the modified floor response spectra that will be used for future seismic evaluations of structures, systems, and components (SSC`s) within the HFBR and the technical basis for the modified floor response spectra. When used within this report, the term ``current spectra`` refers to the 1978 spectra developed in BNL Informal Report BNL-26019.

  5. UCR Chemistry Program 1953-1966; 2nd floor, Geology Building

    E-Print Network [OSTI]

    Reed, Christopher A.

    UCR Chemistry Program 1953-1970 1953-1966; 2nd floor, Geology Building 1966-2005; Pierce Hall of Physical Sciences ­ chemistry, geology, mathematics, physics ­ W. Conway Pierce, Chairman #12;Hart Schmidt of Geology bld; 1954-66 ­ Plus 2nd floor addition; 1959-66 ­ Pierce Hall; 1966-2005 · Instruments and support

  6. Computer implementation of an analytical solution to the neutral particle Boltzmann transport equation for heterogeneous slabs, a benchmark poster

    SciTech Connect (OSTI)

    Singleterry, R.C. Jr.

    1995-07-01T23:59:59.000Z

    An analytical solution to the neutral particle, isotropic down scatter Boltzmann transport equation is implemented for heterogeneous slabs and critical slabs using the F{sub N} method. The results of this implementation are compared to the ANISN/PC code, an S{sub N} solution method, in regions where S{sub N} codes fail. The flux distribution determined by ANISN/PC compare well to F{sub N} results for heterogeneous slabs even when ANISN/PC is being stressed. However, critical widths and fluxes do not compare well for critical slabs until ANISN/PC is used with a large angular quadrature and the number of secondaries is far away from 1.0.

  7. Laser beat wave excitation of terahertz radiation in a plasma slab

    SciTech Connect (OSTI)

    Chauhan, Santosh; Parashar, Jetendra, E-mail: j.p.parashar@gmail.com [Department of Applied Physics, Samrat Ashok Technological Institute, Vidisha 464001, Madhya Pradesh (India)

    2014-10-15T23:59:59.000Z

    Terahertz (THz) radiation generation by nonlinear mixing of lasers, obliquely incident on a plasma slab is investigated. Two cases are considered: (i) electron density profile is parabolic but density peak is below the critical density corresponding to the beat frequency, (ii) plasma boundaries are sharp and density is uniform. In both cases, nonlinearity arises through the ponderomotive force that gives rise to electron drift at the beat frequency. In the case of inhomogeneous plasma, non zero curl of the nonlinear current density gives rise to electromagnetic THz generation. In case of uniform plasma, the sharp density variation at the plasma boundaries leads to radiation generation. In a slab width of less than a terahertz wavelength, plasma density one fourth of terahertz critical density, laser intensities ?10{sup 17?}W/cm{sup 2} at 1??m, one obtains the THz intensity ?1?GW/cm{sup 2} at 3 THz radiation frequency.

  8. The assessment of mixing/solid suspension in a slab tank due to vibratory agitation

    E-Print Network [OSTI]

    Ramsey, Christopher Joseph

    1988-01-01T23:59:59.000Z

    -4-1. The shape is the result of nuclear safety considerations; the high ratio of length to width prevents a critical build-up of the radioactive crystals. A slab tank is noncylindrical. Traditionally, though, mixing processes occur in cylindrical tanks.... The design is an application of the technology of mixing and solid suspension in cylindrical tanks. The optimization of agitation in such a "nonstandard" geometry would only be possible through extensive experimental work. The optimum might not even lie...

  9. Billabong Double Elimination Tourney Eight Teams A1-A4,B1-B4, actual team selection To Be Determined

    E-Print Network [OSTI]

    Mock, Kenrick

    B2 A2 B3 A4 B1 W1 W2 W3 W4 W5 W6 W7 = First Place Loser's Bracket L1 L2 L3 L4 W8 W9 W13 = Second Place L6 L5 W10 W11 W12 L8 L8 - Eliminated L9 - Eliminated L11 - Eliminated L10 - Eliminated L12 - Eliminated L13 - Eliminated #12;To determine the winner of a match, both teams play twice, switching who

  10. INDEPENDENT VERIFICATION OF THE CENTRAL CAMPUS AND SOUTHEAST LABORATORY COMPLEX BUILDING SLABS AT OAK RIDGE NATIONAL LABORATORY, OAK RIDGE, TENNESSEE

    SciTech Connect (OSTI)

    Weaver, Phyllis C.

    2012-07-24T23:59:59.000Z

    Oak Ridge Associated Universities/Oak Ridge Institute for Science and Education (ORAU/ORISE) has completed the independent verification survey of the Central Campus and Southeast Lab Complex Building Slabs. The results of this effort are provided. The objective of this verification survey was to provide independent review and field assessment of remediation actions conducted by SEC, and to independently assess whether the final radiological condition of the slabs met the release guidelines.

  11. GROUND FLOOR SECOND FLOOR

    E-Print Network [OSTI]

    Ronquist, Fredrik

    -OFF/ PICK-UP ACCESS DRIVE 7. CLOSE PROXIMITY PARKING 8. DEWEY STREET BUILDING EXIT 9. PHOTOVOLTAIC SOLAR PANELS R. INSTITUTES AND CENTERS S. STUDENT BUSINESS INCUBATOR T. ENTREPRENEURIAL RESOURCE CENTER U. GRADUATE STUDIES V. BEHAVIORAL LAB W. EXTERIOR ROOF GARDEN X. FACULTY OFFICES 1 3 4 5 8 9 6 7 rOVeTTa b

  12. Exterior Rigid Foam Insulation at the Edge of a Slab Foundation, Fresno, California (Fact Sheet)

    SciTech Connect (OSTI)

    Not Available

    2013-10-01T23:59:59.000Z

    Exterior rigid foam insulation at the edge of the slab foundation was a unique feature for this low-load, unoccupied test house in a hot-dry climate and may be more appropriate for climates with higher heating loads. U.S. Department of Energy Building America research team IBACOS worked with National Housing Quality Award winner Wathen-Castanos Hybrid Homes, Inc., to assess the performance of this feature in a single-family detached ranch house with three bedrooms and two full bathrooms constructed on a slab-on-grade foundation in Fresno, California. One challenge during installation of the system was the attachment of the butyl flashing to the open framing. To solve this constructability issue, the team added a nailer to the base of the wall to properly attach and lap the flashing. In this strategy, R-7.5, 1.5-in.-thick extruded polystyrene was installed on the exterior of the slab for a modeled savings of 4,500 Btu/h on the heating load.

  13. CATALOG OF PROCESSED DATA FOR 7 BUILDINGS A.0466 Los Angeles, 15250 Ventura Blvd., Roof (13th floor) (pp. 7)

    E-Print Network [OSTI]

    Southern California, University of

    APPENDIX A CATALOG OF PROCESSED DATA FOR 7 BUILDINGS A.0466 Los Angeles, 15250 Ventura Blvd., Roof Angeles, 16000 Ventura Blvd., Roof (13th floor) (pp. 13) A.5457 Los Angeles, 8436 West 3rd St., Roof (10th floor) (pp. 19) #12;#12;A.0466--1 Appendix A.0466 LOS ANGELES, 15250 VENTURA BLVD., ROOF (13th Floor

  14. Classification and storage of wastewater from floor finish removal operations

    SciTech Connect (OSTI)

    Hunt, C.E.

    1996-05-01T23:59:59.000Z

    This study evaluates the wastewater generated from hard surface floor finish removal operations at Lawrence Livermore Laboratory in order to determine if this wastewater is a hazardous waste, either by statistical evaluation, or other measurable regulatory guidelines established in California Regulations. This research also comparatively evaluates the 55 gallon drum and other portable tanks, all less than 1,000 gallons in size in order to determine which is most effective for the management of this waste stream at Lawrence Livermore Laboratory. The statistical methods in SW-846 were found to be scientifically questionable in their application to hazardous waste determination. In this statistical evaluation, the different data transformations discussed in the regulatory guidance document were applied along with the log transformation to the population of 18 samples from 55 gallon drums. Although this statistical evaluation proved awkward in its application, once the data is collected and organized on a spreadsheet this statistical analysis can be an effective tool which can aid the environmental manager in the hazardous waste classification process.

  15. ORNL Soils Remediation and Slabs Removal - The Bridge from D and D to Redevelopment - 12342

    SciTech Connect (OSTI)

    Travaglini, Mike; Halsey, Pat [U.S. Department of Energy - DOE (United States); Conger, Malinda; Schneider, Ken [UT-Battelle LLC (United States)

    2012-07-01T23:59:59.000Z

    The landscape of the Oak Ridge National Laboratory (ORNL) has dramatically changed over the past 2 years with demolition of aging facilities in the Central Campus. Removal of these infrastructure legacies was possible due to an influx of DOE-Environmental Management funding through the American Recovery and Reinvestment Act of 2009 (ARRA). Facility D and D traditionally removes everything down to the building slab, and the Soils and Sediments Program is responsible for slabs, below-grade footers and sub-grade structures, abandoned waste utilities, and soils contaminated above certain risk levels that must be removed before the site can be considered for redevelopment. DOE-EM has used a combination of base and ARRA funding to facilitate the clean-up process in ORNL's 2000 Area. Demolition of 13 buildings in the area was funded by the ARRA. Characterization of the remaining slabs, underground pipelines and soils was funded by DOE-EM base funding. Additional ARRA funding was provided for the removal of the slabs, pipelines and contaminated soils. Removal work is in progress and consists of removing and disposing of approximately 7,650 cubic meters (m{sup 3}) of concrete, 2,000 m{sup 3} of debris, and 400 m{sup 3} of contaminated soil. Immediately adjacent to the 2000 Area is the Oak Ridge Science and Technology Park and the modernized ORNL western campus. The Science and Technology Park is the only private sector business and technology park located within the footprint of a national laboratory. The completion of this work will not only greatly reduce the risk to the ORNL campus occupants but also allow this much sought after space to be available for redevelopment and site reuse efforts at ORNL. Demolition of aging facilities enabled by injection of ARRA funding has significantly altered the landscape at ORNL while reducing risk to laboratory personnel and operations and providing valuable central campus land parcels for redevelopment to expand and enhance the science mission of the Laboratory. D and D of these infrastructure legacies that were once eyesores that harbored risk in the ORNL Central Campus have been transformed to green spaces and extremely valuable candidate sites for future buildings. The 2000 Area slabs and soils removal marks the first step in creating the bridge between the modernized east and west campus and acts as the cornerstone in the redevelopment of the ORNL Central Campus area which will be a key contributor to ORNL meeting its vision of the future. (authors)

  16. Data:6af6908e-fbd5-4eff-bfa5-51bbfa4b98e5 | Open Energy Information

    Open Energy Info (EERE)

    -51bbfa4b98e5 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  17. Data:37972159-2725-4f4a-9245-95a2bd082f4b | Open Energy Information

    Open Energy Info (EERE)

    45-95a2bd082f4b No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  18. Data:E2902411-45a4-475d-813b-4e4b1a7d74f7 | Open Energy Information

    Open Energy Info (EERE)

    13b-4e4b1a7d74f7 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic...

  19. Data:28c43b8d-d330-427c-a7c7-df40ccb61f4b | Open Energy Information

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    df40ccb61f4b No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2....

  20. Data:Ac9513de-c8b7-42de-a771-2db853a3ef4b | Open Energy Information

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  1. Data:81d86348-0164-4b51-8aef-0a06ecaf5a9b | Open Energy Information

    Open Energy Info (EERE)

    >> Category:Categories Retrieved from "http:en.openei.orgwindex.php?titleData:81d86348-0164-4b51-8aef-0a06ecaf5a9b&oldid761176" Category: Utility Rates What links...

  2. Combined Operation of Solar Energy Source Heat Pump, Low-vale Electricity and Floor Radiant System 

    E-Print Network [OSTI]

    Liu, G.; Guo, Z.; Hu, S.

    2006-01-01T23:59:59.000Z

    solar energy, low-vale electricity as heat sources in a floor radiant system are analyzed. This paper presents a new heat pump system and discusses its operational modes in winter....

  3. The effectiveness of floor mats as an intervention for standing fatigue of light fabrication workers

    E-Print Network [OSTI]

    O'Brien, Michael Shannon

    1996-01-01T23:59:59.000Z

    A field study was conducted in a light fabrication plant to determine the effectiveness of floor mats on reducing the symptoms of standing fatigue. Specific physiological variables measured include skin temperature of the foot, blood pooling...

  4. Combined Operation of Solar Energy Source Heat Pump, Low-vale Electricity and Floor Radiant System

    E-Print Network [OSTI]

    Liu, G.; Guo, Z.; Hu, S.

    2006-01-01T23:59:59.000Z

    solar energy, low-vale electricity as heat sources in a floor radiant system are analyzed. This paper presents a new heat pump system and discusses its operational modes in winter....

  5. Development of an NC equipment level controller in a hierarchical shop floor control system

    E-Print Network [OSTI]

    Chang, William

    1993-01-01T23:59:59.000Z

    of meeting cost, quality, variety and time constraints imposed by markets[2]. Obviously, allocating resources, directing part flow, and coordinating shop floor activities in a manufacturing environment are complex and interact with each other and requiring...

  6. Capillary Break Beneath a Slab: Polyethylene Sheeting over Aggregate; Southwestern Pennsylvania (Fact Sheet)

    SciTech Connect (OSTI)

    Not Available

    2014-07-01T23:59:59.000Z

    This document provides content for three areas of the Building America Solution Center. First, "Insulating Closed Crawlspace Walls and Band Joist Area" describes how to install rigid foam insulation on the interior perimeter walls and band joist area in closed crawlspace foundations of homes. Second, "Removing Construction Debris from Flexible Ducts" describes how to clean flexible ducts after construction or major renovation of a home to remove debris resulting from building materials, particularly airborne dust and particulates. Third, images, CAD drawings, and a case study illustrate right and wrong ways to apply polyethylene sheeting over aggregate. Similarly, a CAD drawing is included that illustrates the use of a concrete slab over polyethylene.

  7. Experimental and analytical study of a post-tensioned slab bridge

    E-Print Network [OSTI]

    Sripadanna, Narayana Lakshmi

    1992-01-01T23:59:59.000Z

    (Member) James T. . ao (Head of De ment) Harry A. Hogan (Member) May 1992 ABSTRACT Experimental and Analytical Study of a Post-Tensioned Slab Bridge. (May 1992) Narayana Lakshmi Sripadanna, B. S. , Nagarjuna University Chair of Advisory Committee.... . . . . . . . . . . . . . . . . . 109 Comparison of Experimental and Analytical Live Load Microstrains . . . . 120 Figure 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 LIST OF FIGURES Three-Span Bridge...

  8. Design of flexible ultrahigh-Q microcavities in diamond-based photonic crystal slabs

    E-Print Network [OSTI]

    Snjezana Tomljenovic-Hanic; Andrew D. Greentree; C. Martijn de Sterke; Steven Prawer

    2008-12-10T23:59:59.000Z

    We design extremely flexible ultrahigh-Q diamond-based double-heterostructure photonic crystal slab cavities by modifying the refractive index of the diamond. The refractive index changes needed for ultrahigh-Q cavities with $Q ~ 10^7$, are well within what can be achieved ($\\Delta n \\sim 0.02$). The cavity modes have relatively small volumes $Vflexible because the range of parameters, cavity length and the index changes, that enables an ultrahigh-Q is quite broad. Furthermore as the index modification is post-processed, an efficient technique to generate cavities around defect centres is achievable, improving prospects for defect-tolerant quantum architectures.

  9. (b)(4) (b)(4)

    E-Print Network [OSTI]

    Christian, Eric

    is to: incorporate additional scope of work within the A- 2 Liquid Oxygen (Lox) and Liquid Hydrogen (LH) Transfer Line Repair/Replacement and additional scope for work within HPGF Air Compressor Refurbishment

  10. (b)(4) (b)(4)

    E-Print Network [OSTI]

    Christian, Eric

    .1 GENERAL INFORMATION 5.2 PREVENTIVE MAINTENANCE 5.3 CORRECTIVE MAINTENANCE 5.4 OPERATIONS 5.5 AVAILABILITY described in Annex 5 that is subdivided as follows: 5.1 General Information 5.2 Preventive Maintenance 5 for performance of Preventive Maintenance (PM), Corrective Maintenance (CM), Operations, System Availability

  11. Experimental study of slab solar collection on the hydronic system of road

    SciTech Connect (OSTI)

    Gao, Qing; Huang, Yong; Li, Ming; Liu, Yan [Jilin University, Changchun (China); Yan, Y.Y. [University of Nottingham (United Kingdom)

    2010-12-15T23:59:59.000Z

    This paper studied the slab solar collection (SSC) process, which is one of the essential compositions of road hydronic ice-snow melting (HISM) system that stores solar energy in summer to melt ice and snow on the road in winter. Its aim is to find out the heat transfer characteristic of the SSC and heat collecting efficiency and the influence of pipe spacing and flow rate by experiment. As shown in experimental results, the average heat collecting capacity is about 150-250 W/m{sup 2} in natural summer condition, while the solar radiation intensity is about 300-1000 W/m{sup 2}. It is shown that the increment of fluid flow results in the increment of heat collection efficiency, while the increment of pipe spacing results in the decrement of the efficiency in experiment modes. The results show that the road slab can obtain about 30% solar heat in summertime, and the solar collection can lower the pavement temperature and reduce the insolation weathering. (author)

  12. Quantum theory of exciton-photon coupling in photonic crystal slabs with embedded quantum wells

    E-Print Network [OSTI]

    D. Gerace; L. C. Andreani

    2007-06-04T23:59:59.000Z

    A theoretical description of radiation-matter coupling for semiconductor-based photonic crystal slabs is presented, in which quantum wells are embedded within the waveguide core layer. A full quantum theory is developed, by quantizing both the electromagnetic field with a spatial modulation of the refractive index and the exciton center of mass field in a periodic piecewise constant potential. The second-quantized hamiltonian of the interacting system is diagonalized with a generalized Hopfield method, thus yielding the complex dispersion of mixed exciton-photon modes including losses. The occurrence of both weak and strong coupling regimes is studied, and it is concluded that the new eigenstates of the system are described by quasi-particles called photonic crystal polaritons, which can occur in two situations: (i) below the light line, when a resonance between exciton and non-radiative photon levels occurs (guided polaritons), (ii) above the light line, provided the exciton-photon coupling is larger than the intrinsic radiative damping of the resonant photonic mode (radiative polaritons). For a square lattice of air holes, it is found that the energy minimum of the lower polariton branch can occur around normal incidence. The latter result has potential implications for the realization of polariton parametric interactions in photonic crystal slabs.

  13. Dark Matter vs. Neutrinos: The effect of astrophysical uncertainties and timing information on the neutrino floor

    E-Print Network [OSTI]

    Jonathan H. Davis

    2015-03-09T23:59:59.000Z

    Future multi-tonne Direct Detection experiments will be sensitive to solar neutrino induced nuclear recoils which form an irreducible background to light Dark Matter searches. Indeed for masses around 6 GeV the spectra of neutrinos and Dark Matter are so similar that experiments will run into a neutrino floor, for which sensitivity increases only marginally with exposure past a certain cross section. In this work we show that this floor can be overcome using the different annual modulation expected from solar neutrinos and Dark Matter. Specifically for cross sections below the neutrino floor the DM signal is observable through a phase shift and a smaller amplitude for the time-dependent event rate. This allows the exclusion power to be improved by up to an order of magnitude for large exposures. In addition we demonstrate that the neutrino floor exists over a wider mass range than has been previously shown, since the large uncertainties in the Dark Matter velocity distribution make the signal spectrum harder to distinguish from the neutrino background. However for most velocity distributions the neutrino floor can still be surpassed using timing information, though certain velocity streams may prove problematic.

  14. Dark Matter vs. Neutrinos: The effect of astrophysical uncertainties and timing information on the neutrino floor

    E-Print Network [OSTI]

    Jonathan H. Davis

    2014-12-03T23:59:59.000Z

    Future multi-tonne Direct Detection experiments will be sensitive to solar neutrino induced nuclear recoils which form an irreducible background to light Dark Matter searches. Indeed for masses around 6 GeV the spectra of neutrinos and Dark Matter are so similar that experiments will run into a neutrino floor, for which sensitivity increases only marginally with exposure past a certain cross section. In this work we show that this floor can be overcome using the different annual modulation expected from solar neutrinos and Dark Matter. Specifically for cross sections below the neutrino floor the DM signal is observable through a phase shift and a smaller amplitude for the time-dependent event rate. This allows the exclusion power to be improved by up to an order of magnitude for large exposures. In addition we demonstrate that the neutrino floor exists over a wider mass range than has been previously shown, since the large uncertainties in the Dark Matter velocity distribution make the signal spectrum harder to distinguish from the neutrino background. However for most velocity distributions the neutrino floor can still be surpassed using timing information, though certain velocity streams may prove problematic.

  15. J. Phys. D: Appl. Phys., Vol. 10, 1977. Printed in Great Britain. 01977 The effect of anisotropic scattering on the critical slab

    E-Print Network [OSTI]

    Siewert, Charles E.

    scattering on the critical slab problem in neutron transport theory using a synthetic kernel CE Siewert and M scattering laws on the critical thickness of a multiplying slab in one-speed neutron transport theory is studied using a scattering kemel which consists of a linear combination of backward, forward and isotropic

  16. IEEE JOURNAL OF QUANTUM ELECTRONICS, VOL. 36, NO. 2, FEBRUARY 2000 205 Edge-Pumped Quasi-Three-Level Slab Lasers

    E-Print Network [OSTI]

    Byer, Robert L.

    are useful in a wide variety of applications. These include materials processing [1]­[4], remote sensing [5. The cooling and the zigzag path are the same as in a conventional zigzag slab laser design, which we refer to as face-pumping [25]. In both geometries, the cooling is through the large slab faces and the laser mode

  17. Boron uptake in tumors, cerebrum and blood from [10B]NA4B24H22S2

    DOE Patents [OSTI]

    Slatkin, Daniel N. (Bayside, NY); Micca, Peggy L. (Patchogue, NY); Fairchild, Ralph G. (Setauket, NY)

    1988-01-01T23:59:59.000Z

    A stable boronated (.sup.10 B-labeled) compound, sodium mercaptoundecahydrododecaborate is infused in the form of the disulfide dimer, [.sup.10 B]Na.sub.4 B.sub.24 H.sub.22 S.sub.2, at a dose of about 200 .mu.g .sup.10 B per gm body weight. The infusion is performed into the blood or peritoneal cavity of the patient slowly over a period of many days, perhaps one week or more, at the rate of roughly 1 .mu.g .sup.10 B per gm body weight per hour. Use of this particular boronated dimer in the manner or similarly to the manner so described permits radiotherapeutically effective amounts of boron to accumulate in tumors to be treated by boron neutron capture radiation therapy and also permits sufficient retention of boron in tumor after the cessation of the slow infusion, so as to allow the blood concentration of .sup.10 B to drop or to be reduced artificially to a radiotherapeutically effective level, less than one-half of the concentration of .sup.10 B in the tumor.

  18. Indoor Airflow And Pollutant Removal In A Room With Floor-Based Task Ventilation: Results of Additional Experiments

    E-Print Network [OSTI]

    Faulkner, D.

    2011-01-01T23:59:59.000Z

    C , "Displacement Ventilation Systems in Office Rooms,"Controlled Office Ventilation System," ASHRAE Transactions,of a floor-based task ventilation system designed for use in

  19. Testing the Floor Scale Designated for Pacific Northwest National Laboratory's UF6 Cylinder Portal Monitor

    SciTech Connect (OSTI)

    Curtis, Michael M.; Weier, Dennis R.

    2009-03-12T23:59:59.000Z

    Pacific Northwest National Laboratory (PNNL) obtained a Mettler Toledo floor scale for the purpose of testing it to determine whether it can replace the International Atomic Energy Agency’s (IAEA) cumbersome, hanging load cell. The floor scale is intended for use as a subsystem within PNNL’s nascent UF6 Cylinder Portal Monitor. The particular model was selected for its accuracy, size, and capacity. The intent will be to use it only for 30B cylinders; consequently, testing did not proceed beyond 8,000 lb.

  20. Property:Building/FloorAreaTheatresConcertHallsCinemas | Open Energy

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices JumpFloorAreaShops

  1. Geometrical Optics of Dense Aerosols: Forming Dense Plasma Slabs Michael J. Hay,1,* Ernest J. Valeo,2

    E-Print Network [OSTI]

    Geometrical Optics of Dense Aerosols: Forming Dense Plasma Slabs Michael J. Hay,1,* Ernest J. Valeo aerosol to assume this geometry. However, whereas the geometrical optics of dilute aerosols is a well-developed field, the dense aerosol limit is mostly unexplored. Yet controlling the geometrical optics of dense

  2. Sulphate adsorption at the Fe (hydr)oxideH2O interface: comparison of cluster and periodic slab

    E-Print Network [OSTI]

    Sparks, Donald L.

    Sulphate adsorption at the Fe (hydr)oxide­H2O interface: comparison of cluster and periodic slab Summary The transport and bioavailability of sulphate in soils are significantly affected by adsorption of sulphate adsorption is of fundamental importance in soil chemistry. In this investigation, the binding

  3. 378 IEEE JOURNAL OF QUANTUM ELECTRONICS, VOL. 40, NO. 4, APRIL 2004 Slab Delivery of Incoherent Pump Light to

    E-Print Network [OSTI]

    Kouznetsov, Dmitrii

    Pump Light to Double-Clad Fiber Amplifiers: An Analytic Approach Dmitrii Kouznetsov and Jerome V. Moloney Abstract--Delivery of incoherent diode bar pump power via a tapered slab into a double-clad fiber the multimode pump power of diode bars or stacks into single-mode signals [1]­[4]. Impressive power scaling

  4. Plasmon excitation in metal slab by fast point charge: The role of additional boundary conditions in quantum hydrodynamic model

    SciTech Connect (OSTI)

    Zhang, Ying-Ying [School of Physics and Optoelectronic Technology, Dalian University of Technology, Dalian 116024 (China); Department of Applied Mathematics, University of Waterloo, Waterloo, Ontario N2L 3G1 (Canada); An, Sheng-Bai; Song, Yuan-Hong, E-mail: songyh@dlut.edu.cn; Wang, You-Nian [School of Physics and Optoelectronic Technology, Dalian University of Technology, Dalian 116024 (China); Kang, Naijing [Department of Applied Mathematics, University of Waterloo, Waterloo, Ontario N2L 3G1 (Canada); Miškovi?, Z. L., E-mail: zmiskovi@uwaterloo.ca [Department of Applied Mathematics, University of Waterloo, Waterloo, Ontario N2L 3G1 (Canada); Waterloo Institute for Nanotechnology, University of Waterloo, Waterloo, Ontario N2L 3G1 (Canada)

    2014-10-15T23:59:59.000Z

    We study the wake effect in the induced potential and the stopping power due to plasmon excitation in a metal slab by a point charge moving inside the slab. Nonlocal effects in the response of the electron gas in the metal are described by a quantum hydrodynamic model, where the equation of electronic motion contains both a quantum pressure term and a gradient correction from the Bohm quantum potential, resulting in a fourth-order differential equation for the perturbed electron density. Thus, besides using the condition that the normal component of the electron velocity should vanish at the impenetrable boundary of the metal, a consistent inclusion of the gradient correction is shown to introduce two possibilities for an additional boundary condition for the perturbed electron density. We show that using two different sets of boundary conditions only gives rise to differences in the wake potential at large distances behind the charged particle. On the other hand, the gradient correction in the quantum hydrodynamic model is seen to cause a reduction in the depth of the potential well closest to the particle, and a reduction of its stopping power. Even for a particle moving in the center of the slab, we observe nonlocal effects in the induced potential and the stopping power due to reduction of the slab thickness, which arise from the gradient correction in the quantum hydrodynamic model.

  5. Influence of the surface termination to the point imaging by a photonic crystal slab with negative refraction

    E-Print Network [OSTI]

    Sanshui Xiao; Min Qiu; Zhichao Ruan; Sailing He

    2005-09-01T23:59:59.000Z

    Point imaging by a photonic crystal slab due to the negative refraction is studied theoretically. By investigating the transfer function of the imaging system, the influence of the surface termination to the imaging quality is analyzed. It is shown that an appropriate surface termination is important for obtaining an image of good quality.

  6. EUROGRAPHICS 2010 / H. P. A. Lensch and S. Seipel Short Paper Ray Tracing using Hierarchies of Slab Cut Balls

    E-Print Network [OSTI]

    Larsson, Thomas

    hierarchy (BVH) [KK86, WBS07, DHK07]. This paper presents an initial study on ray tracing using an enclosing shape called the Slab Cut Ball (SCB) in the BVH. An SCB is the intersection volume of the space between utilized recently in collision detection with promis- ing results [LAM09]. The main advantages of the SCB

  7. A generalized 2D pencil beam scaling algorithm for proton dose calculation in heterogeneous slab geometries

    SciTech Connect (OSTI)

    Westerly, David C. [Department of Radiation Oncology, University of Colorado School of Medicine, Aurora, Colorado 80045 (United States); Mo Xiaohu; DeLuca, Paul M. Jr. [Department of Medical Physics, School of Medicine and Public Health, University of Wisconsin, Madison, Wisconsin 53705 (United States); Tome, Wolfgang A. [Department of Medical Physics, School of Medicine and Public Health, University of Wisconsin, Madison, Wisconsin 53705 and Institute of Onco-Physics, Albert Einstein College of Medicine and Division of Medical Physics, Department of Radiation Oncology, Montefiore Medical Center, Bronx, New York 10461 (United States); Mackie, Thomas R. [Department of Medical Physics, School of Medicine and Public Health, University of Wisconsin, Madison, Wisconsin 53705 and Department of Human Oncology, School of Medicine and Public Health, University of Wisconsin, Madison, Wisconsin 53792 (United States)

    2013-06-15T23:59:59.000Z

    Purpose: Pencil beam algorithms are commonly used for proton therapy dose calculations. Szymanowski and Oelfke ['Two-dimensional pencil beam scaling: An improved proton dose algorithm for heterogeneous media,' Phys. Med. Biol. 47, 3313-3330 (2002)] developed a two-dimensional (2D) scaling algorithm which accurately models the radial pencil beam width as a function of depth in heterogeneous slab geometries using a scaled expression for the radial kernel width in water as a function of depth and kinetic energy. However, an assumption made in the derivation of the technique limits its range of validity to cases where the input expression for the radial kernel width in water is derived from a local scattering power model. The goal of this work is to derive a generalized form of 2D pencil beam scaling that is independent of the scattering power model and appropriate for use with any expression for the radial kernel width in water as a function of depth. Methods: Using Fermi-Eyges transport theory, the authors derive an expression for the radial pencil beam width in heterogeneous slab geometries which is independent of the proton scattering power and related quantities. The authors then perform test calculations in homogeneous and heterogeneous slab phantoms using both the original 2D scaling model and the new model with expressions for the radial kernel width in water computed from both local and nonlocal scattering power models, as well as a nonlocal parameterization of Moliere scattering theory. In addition to kernel width calculations, dose calculations are also performed for a narrow Gaussian proton beam. Results: Pencil beam width calculations indicate that both 2D scaling formalisms perform well when the radial kernel width in water is derived from a local scattering power model. Computing the radial kernel width from a nonlocal scattering model results in the local 2D scaling formula under-predicting the pencil beam width by as much as 1.4 mm (21%) at the depth of the Bragg peak for a 220 MeV proton beam in homogeneous water. This translates into a 32% dose discrepancy for a 5 mm Gaussian proton beam. Similar trends were observed for calculations made in heterogeneous slab phantoms where it was also noted that errors tend to increase with greater beam penetration. The generalized 2D scaling model performs well in all situations, with a maximum dose error of 0.3% at the Bragg peak in a heterogeneous phantom containing 3 cm of hard bone. Conclusions: The authors have derived a generalized form of 2D pencil beam scaling which is independent of the proton scattering power model and robust to the functional form of the radial kernel width in water used for the calculations. Sample calculations made with this model show excellent agreement with expected values in both homogeneous water and heterogeneous phantoms.

  8. Resonantly damped surface and body MHD waves in a solar coronal slab with oblique propagation

    E-Print Network [OSTI]

    I. Arregui; J. Terradas; R. Oliver; J. L. Ballester

    2007-08-28T23:59:59.000Z

    The theory of magnetohydrodynamic (MHD) waves in solar coronal slabs in a zero-$\\beta$ configuration and for parallel propagation of waves does not allow the existence of surface waves. When oblique propagation of perturbations is considered both surface and body waves are able to propagate. When the perpendicular wave number is larger than a certain value, the body kink mode becomes a surface wave. In addition, a sausage surface mode is found below the internal cut-off frequency. When non-uniformity in the equilibrium is included, surface and body modes are damped due to resonant absorption. In this paper, first, a normal-mode analysis is performed and the period, the damping rate, and the spatial structure of eigenfunctions are obtained. Then, the time-dependent problem is solved, and the conditions under which one or the other type of mode is excited are investigated.

  9. Measurement of the effective delayed-neutron fraction for the WINCO slab-tank assembly

    SciTech Connect (OSTI)

    Spriggs, G.D.; Hansen, G.E. (Los Alamos National Lab., NM (USA))

    1990-06-01T23:59:59.000Z

    A recent experiment was performed at the Los Alamos Critical Experiments Facility (LACEF) in which several subcritical measurement techniques were compared using the Westinghouse Idaho Nuclear Company (WINCO) slab tank experiment as a test bed. It was noted that a significant discrepancy occurred between the results obtained by the source-jerk technique and a standard noise-analysis technique (the Rossi-alpha technique). These results are shown along with a synopsis of the experimental setup. Using a Monte Carlo code (MCNP), it was further noted that the source-jerk results agreed very well with the MCNP calculations. Thus, it was concluded that the discrepancy was due to a breakdown in the Rossi-alpha model.

  10. Data:66effb43-5cea-4b59-a17e-030d6a36c355 | Open Energy Information

    Open Energy Info (EERE)

    effb43-5cea-4b59-a17e-030d6a36c355 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading......

  11. INSTANTANEOUS FREQUENCY VERSUS TIME FOR 7 BUILDINGS B.0466 Los Angeles, 15250 Ventura Blvd., Roof (13th floor) (pp. 7)

    E-Print Network [OSTI]

    Southern California, University of

    APPENDIX B INSTANTANEOUS FREQUENCY VERSUS TIME FOR 7 BUILDINGS B.0466 Los Angeles, 15250 Ventura.5455 Los Angeles, 16000 Ventura Blvd., Roof (13th floor) (pp. 11) B.5457 Los Angeles, 8436 West 3rd ST., Roof (10th floor) (pp. 16) #12;#12;B.0466­1 Appendix B.0466 LOS ANGELES, 15250 VENTURA BLVD. Table B

  12. Take a quick trip around the experimental floor of the Lab's new light source

    SciTech Connect (OSTI)

    None

    2012-04-30T23:59:59.000Z

    Take a quick trip around the experimental floor of Brookhaven Lab's new light source -- the $912-million National Synchrotron Light Source II. Construction of the facility is now over 70 percent completed. With much of the conventional construction done, accelerator and experimental components are being installed.

  13. Message-Generated Kripke Semantics Jan van Eijck and Floor Sietsma

    E-Print Network [OSTI]

    van Eijck, Jan

    Message-Generated Kripke Semantics Jan van Eijck and Floor Sietsma ABSTRACT We show how to generate multi-agent Kripke models from message exchanges. With these models we can analyze the epistemic con- sequences of a message exchange. One novelty in this approach is that we include the messages in our logical

  14. Dark Matter vs. Neutrinos: The effect of astrophysical uncertainties and timing information on the neutrino floor

    E-Print Network [OSTI]

    Davis, Jonathan H

    2014-01-01T23:59:59.000Z

    Future multi-tonne Direct Detection experiments will be sensitive to solar neutrino induced nuclear recoils which form an irreducible background to light Dark Matter searches. Indeed for masses around 6 GeV the spectra of neutrinos and Dark Matter are so similar that experiments will run into a neutrino floor, for which sensitivity increases only marginally with exposure past a certain cross section. In this work we show that this floor can be overcome using the different annual modulation expected from solar neutrinos and Dark Matter. Specifically for cross sections below the neutrino floor the DM signal is observable through a phase shift and a smaller amplitude for the time-dependent event rate. This allows the exclusion power to be improved by up to an order of magnitude for large exposures. In addition we demonstrate that the neutrino floor exists over a wider mass range than has been previously shown, since the large uncertainties in the Dark Matter velocity distribution make the signal spectrum harder ...

  15. Influence of floor plenum on energy performance of buildings with1 UFAD systems2

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    1 Influence of floor plenum on energy performance of buildings with1 UFAD systems2 Yan Xue1 a negative impact on the energy performance of these buildings, although very12 few studies have been compared the energy use in a Philadelphia office building with a14 UFAD system to that with a well

  16. Systemwide Risk Management and Public Safety 401 Golden Shore, 5th Floor

    E-Print Network [OSTI]

    de Lijser, Peter

    Systemwide Risk Management and Public Safety 401 Golden Shore, 5th Floor Long Beach, CA 90802 in this self-insured program. The Office of Risk Management in the Chancellor's Office administers the general liability, workers' compensation, property, and professional liability programs. The State Office of Risk

  17. SPATIAL AND TEMPORAL VARIATION IN CALCIUM AND ALUMINUM IN NORTHERN HARDWOOD FOREST FLOORS

    E-Print Network [OSTI]

    Phillips, Richard P.

    -6955) (Received 23 December 2003; accepted 22 July 2004) Abstract. Acid rain results in losses of exchangeable: acid rain, Ca:Al, cation depletion, forest floor, soil 1. Introduction Acid rain is thought to have and Simonsson, 2003). Alternatively, mobilization of Al by acid rain from the mineral soil below may provide

  18. Wing Wave: Feasible, Alternative, Renewable, Electrical Energy Producing Ocean Floor System

    E-Print Network [OSTI]

    Wood, Stephen L.

    Wing Wave: Feasible, Alternative, Renewable, Electrical Energy Producing Ocean Floor System Mark, alternative energy system to convert the circular motion of ocean waves as they propagate through the sea and feasible alternative, renewable, electrical energy producing subsea system. Index Terms--ocean energy, wave

  19. Numerical Simulation of Thermal Performance of Floor Radiant Heating System with Enclosed Phase Change Material 

    E-Print Network [OSTI]

    Qiu, L.; Wu, X.

    2006-01-01T23:59:59.000Z

    In the present paper, a kind of enclosed phase change material (PCM) used in solar and low-temperature hot water radiant floor heating is investigated. On the basis of obtaining the best performance of PCM properties, a new radiant heating structure...

  20. Dark Matter vs. Neutrinos: The effect of astrophysical uncertainties and timing information on the neutrino floor

    E-Print Network [OSTI]

    Davis, Jonathan H

    2015-01-01T23:59:59.000Z

    Future multi-tonne Direct Detection experiments will be sensitive to solar neutrino induced nuclear recoils which form an irreducible background to light Dark Matter searches. Indeed for masses around 6 GeV the spectra of neutrinos and Dark Matter are so similar that experiments will run into a neutrino floor, for which sensitivity increases only marginally with exposure past a certain cross section. In this work we show that this floor can be overcome using the different annual modulation expected from solar neutrinos and Dark Matter. Specifically for cross sections below the neutrino floor the DM signal is observable through a phase shift and a smaller amplitude for the time-dependent event rate. This allows the exclusion power to be improved by up to an order of magnitude for large exposures. In addition we demonstrate that the neutrino floor exists over a wider mass range than has been previously shown, since the large uncertainties in the Dark Matter velocity distribution make the signal spectrum harder ...

  1. TWO FLOOR BUILDING NEEDING EIGHT COLORS STPHANE BESSY, DANIEL GONALVES, AND JEAN-SBASTIEN SERENI

    E-Print Network [OSTI]

    Boyer, Edmond

    TWO FLOOR BUILDING NEEDING EIGHT COLORS STÃ?PHANE BESSY, DANIEL GONÃ?ALVES, AND JEAN-SÃ?BASTIEN SERENI-002-01 and anr 10 jcjc 0204 01, respectively. 1 hal-00996709,version1-26May2014 #12;2 STÃ?PHANE BESSY, DANIEL

  2. Houses for early weaned piglets : influence of rearing on the floor or in batteries,

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    Houses for early weaned piglets : influence of rearing on the floor or in batteries, temperature groups in order to determine the influence of rearing conditions (housing, room temperature) and feeding on the animals performances between weaning at 36 ± 3 days and 70 days of age. Housing characteristics were

  3. Particle resuspension from indoor flooring materials James H. Lohaus, Atila Novoselac and Jeffrey A. Siegel*

    E-Print Network [OSTI]

    Siegel, Jeffrey

    Particle resuspension from indoor flooring materials James H. Lohaus, Atila Novoselac and Jeffrey A@mail.utexas.edu Keywords: Fluid dynamics, Indoor surfaces, Particle experiments Introduction Particle resuspension from for supermicron particles. Resuspension is usually reported either as a critical velocity, the velocity at which

  4. System design description for the consolidated sludge sampling system for K Basins floor and fuel canisters

    SciTech Connect (OSTI)

    HECHT, S.L.

    1999-02-18T23:59:59.000Z

    This System Design Description describes the Consolidated Sludge Sampling System used in the gathering of sludge samples from K Basin floor and fuel canisters. This document provides additional information on the need for the system, the functions and requirements of the systems, the operations of the system, and the general work plan used in its' design and development.

  5. Dose-Effect Relationships for Individual Pelvic Floor Muscles and Anorectal Complaints After Prostate Radiotherapy

    SciTech Connect (OSTI)

    Smeenk, Robert Jan, E-mail: r.smeenk@rther.umcn.nl [Department of Radiation Oncology, Radboud University Nijmegen Medical Centre, Nijmegen (Netherlands); Hoffmann, Aswin L. [Department of Radiation Oncology, Radboud University Nijmegen Medical Centre, Nijmegen (Netherlands); Hopman, Wim P.M. [Department of Gastroenterology and Hepatology, Radboud University Nijmegen Medical Centre, Nijmegen (Netherlands); Lin, Emile N.J. Th. van; Kaanders, Johannes H.A.M. [Department of Radiation Oncology, Radboud University Nijmegen Medical Centre, Nijmegen (Netherlands)

    2012-06-01T23:59:59.000Z

    Purpose: To delineate the individual pelvic floor muscles considered to be involved in anorectal toxicity and to investigate dose-effect relationships for fecal incontinence-related complaints after prostate radiotherapy (RT). Methods and Materials: In 48 patients treated for localized prostate cancer, the internal anal sphincter (IAS) muscle, the external anal sphincter (EAS) muscle, the puborectalis muscle (PRM), and the levator ani muscles (LAM) in addition to the anal wall (Awall) and rectal wall (Rwall) were retrospectively delineated on planning computed tomography scans. Dose parameters were obtained and compared between patients with and without fecal urgency, incontinence, and frequency. Dose-effect curves were constructed. Finally, the effect of an endorectal balloon, which was applied in 28 patients, was investigated. Results: The total volume of the pelvic floor muscles together was about three times that of the Awall. The PRM was exposed to the highest RT dose, whereas the EAS received the lowest dose. Several anal and rectal dose parameters, as well as doses to all separate pelvic floor muscles, were associated with urgency, while incontinence was associated mainly with doses to the EAS and PRM. Based on the dose-effect curves, the following constraints regarding mean doses could be deduced to reduce the risk of urgency: {<=}30 Gy to the IAS; {<=}10 Gy to the EAS; {<=}50 Gy to the PRM; and {<=}40 Gy to the LAM. No dose-effect relationships for frequency were observed. Patients treated with an endorectal balloon reported significantly less urgency and incontinence, while their treatment plans showed significantly lower doses to the Awall, Rwall, and all pelvic floor muscles. Conclusions: Incontinence-related complaints show specific dose-effect relationships to individual pelvic floor muscles. Dose constraints for each muscle can be identified for RT planning. When only the Awall is delineated, substantial components of the continence apparatus are excluded.

  6. Tender Notice for Renovation of Toilets (Gents & Ladies) on Ground and Second Floor in the Academic Block of ISI Bangalore Centre

    E-Print Network [OSTI]

    Bandyopadhyay, Antar

    Block of ISI Bangalore Centre Sealed tender applications are hereby invited from the contractors (Gents & Ladies) on ground floor and second floor in the Academic block building of ISI, Bangalore Centre

  7. Modeling, design and thermal performance of a BIPV/T system thermally coupled with a ventilated concrete slab in a low energy solar house: Part 1, BIPV/T system and house energy concept

    SciTech Connect (OSTI)

    Chen, Yuxiang; Athienitis, A.K.; Galal, Khaled [Dept. of Building, Civil and Environmental Engineering, Concordia University, 1455 De Maisonneuve West, EV6.139, Montreal, Quebec (Canada)

    2010-11-15T23:59:59.000Z

    This paper is the first of two papers that describe the modeling, design, and performance assessment based on monitored data of a building-integrated photovoltaic-thermal (BIPV/T) system thermally coupled with a ventilated concrete slab (VCS) in a prefabricated, two-storey detached, low energy solar house. This house, with a design goal of near net-zero annual energy consumption, was constructed in 2007 in Eastman, Quebec, Canada - a cold climate area. Several novel solar technologies are integrated into the house and with passive solar design to reach this goal. An air-based open-loop BIPV/T system produces electricity and collects heat simultaneously. Building-integrated thermal mass is utilized both in passive and active forms. Distributed thermal mass in the direct gain area and relatively large south facing triple-glazed windows (about 9% of floor area) are employed to collect and store passive solar gains. An active thermal energy storage system (TES) stores part of the collected thermal energy from the BIPV/T system, thus reducing the energy consumption of the house ground source heat pump heating system. This paper focuses on the BIPV/T system and the integrated energy concept of the house. Monitored data indicate that the BIPV/T system has a typical efficiency of about 20% for thermal energy collection, and the annual space heating energy consumption of the house is about 5% of the national average. A thermal model of the BIPV/T system suitable for preliminary design and control of the airflow is developed and verified with monitored data. (author)

  8. An evaluation of floor surfaces on the basis of skin temperature during constrained standing

    E-Print Network [OSTI]

    Monford, Leo Gabriel

    1995-01-01T23:59:59.000Z

    popliteal fossa (popliteal region), and the medial side of abductor hallucis on the non-load bearing region of the foot (near the intersection of the top of the arch and the instep) or the foot region. All thermistors were located on the left leg... between an average ending temperature and an average start-up temperature. The foot skin temperature region was the only temperature region to indicate statistically significant results between the floor surfaces. The other two lower leg temperature...

  9. Floor response spectra for seismic qualification of Kozloduy VVER 440-230 NPP

    SciTech Connect (OSTI)

    Kostov, M.K. [Bulgarian Academy of Sciences, Sofia (BG). Central Lab. for Seismic Mechanics and Earthquake Engineering; Ma, D.C. [Argonne National Lab., IL (United States); Prato, C.A. [Univ. of Cordoba (AR); Stevenson, J.D. [Stevenson and Associates, Cleveland, OH (US)

    1993-08-01T23:59:59.000Z

    In this paper the floor response spectra generation methodology for Kozloduy NPP, Unit 1-2 of VVER 440-230 is presented. The 2D coupled soil-structure interaction models are used combined with a simplified correction of the final results for accounting of torsional effects. Both time history and direct approach for in-structure spectra generation are used and discussion of results is made.

  10. Status Report on Studies of Recovery Boiler Composite Floor Tube Cracking

    SciTech Connect (OSTI)

    Eng, P.; Frederick, L.A.; Hoffmann, C.M.; Keiser, J.R.; Mahmood, J.; Maziasz, P.J.; Prescott, R.; Sarma, G.B.; Singbeil, D.L.; Singh, P.M.; Swindeman, R.W.; Wang, X.-L.

    1999-09-12T23:59:59.000Z

    Cracking of the stainless steel layer of co-extruded 304L stainless steel/SA210 Gd A 1 carbon steel black liquor recovery boiler floor tubes has been identified as one of the most serious material problems in the pulp and paper industry. A DOE-funded study was initiated in 1995 with the goal of determining the cause of and possible solutions to this cracking problem. These studies have characterized tube cracking as well as the chemical and thermal environment and stress state of floor tubes. Investigations of possible cracking mechanisms indicate that stress corrosion cracking rather than thermal fatigue is a more likely cause of crack initiation. The cracking mechanism appears to require the presence of hydrated sodium sulfide and is most likely active during shut-downs and/or start-ups. Based on these results and operating experience, certain alloys appear to be more resistant than others to cracking in the floor environment, and certain operating practices appear to significantly lessen the likelihood of cracking. This report is the latest in a series of progress reports presented on this project.

  11. Commissioning Tools for Heating/Cooling System in Residence - Verification of Floor Heating System and Room Air Conditioning System Performance 

    E-Print Network [OSTI]

    Miura, H.; Hokoi, S.; Iwamae, A.; Umeno, T.; Kondo, S.

    2004-01-01T23:59:59.000Z

    Tools of evaluating the performance of floor heating and room air conditioner are examined as a commissioning tool. Simple method is needed to check these performance while in use by residents, because evaluation currently requires significant time...

  12. Commissioning Tools for Heating/Cooling System in Residence - Verification of Floor Heating System and Room Air Conditioning System Performance

    E-Print Network [OSTI]

    Miura, H.; Hokoi, S.; Iwamae, A.; Umeno, T.; Kondo, S.

    2004-01-01T23:59:59.000Z

    Tools of evaluating the performance of floor heating and room air conditioner are examined as a commissioning tool. Simple method is needed to check these performance while in use by residents, because evaluation currently requires significant time...

  13. Data:547177e4-4225-4cc3-8d4b-95cddfe449b8 | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia:PowerCER.pngRoofs andCropsc442d86 No revision has beend4b-95cddfe449b8

  14. Data:759abfab-3871-4b1c-95f6-528e8c64d151 | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualProperty EditCalifornia:PowerCER.pngRoofs andCropsc442d86abfab-3871-4b1c-95f6-528e8c64d151 No

  15. Data:C2f657fb-1bf4-43a7-bab8-35adf4b59fa0 | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnualPropertyd8c-a9ae-f8521cbb8489 No revision has been approved for this page.adf4b59fa0 No

  16. Translation Initiation Factors eIF-iso4G and eIF-4B Interact with the Poly(A)-binding Protein and Increase Its RNA Binding Activity*

    E-Print Network [OSTI]

    Tullos, Desiree

    Translation Initiation Factors eIF-iso4G and eIF-4B Interact with the Poly(A)-binding Protein (eIF-4F and eIF-iso4F) and eIF-4B, bind to the poly(A)-binding protein (PABP) both in the presence and absence of poly(A) RNA. The interactions between PABP and eIF- 4F, eIF-iso4F, and eIF-4B were measured

  17. Method and apparatus for recovering a gas from a gas hydrate located on the ocean floor

    DOE Patents [OSTI]

    Wyatt, Douglas E. (Aiken, SC)

    2001-01-01T23:59:59.000Z

    A method and apparatus for recovering a gas from a gas hydrate on the ocean floor includes a flexible cover, a plurality of steerable base members secured to the cover, and a steerable mining module. A suitable source for inflating the cover over the gas hydrate deposit is provided. The mining module, positioned on the gas hydrate deposit, is preferably connected to the cover by a control cable. A gas retrieval conduit or hose extends upwardly from the cover to be connected to a support ship on the ocean surface.

  18. Property:Building/FloorAreaHealthServicesDaytime | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute forToolkitFloorAreaHealthServicesDaytime Jump to:

  19. Property:Building/FloorAreaSchoolsChildDayCare | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices Jump

  20. Property:Building/FloorAreaUnheatedRentedPremises | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt InstituteFloorAreaOffices

  1. RAMONA-4B a computer code with three-dimensional neutron kinetics for BWR and SBWR system transient - user`s manual

    SciTech Connect (OSTI)

    Rohatgi, U.S.; Cheng, H.S.; Khan, H.J.; Mallen, A.N.; Neymotin, L.Y.

    1998-03-01T23:59:59.000Z

    This document is the User`s Manual for the Boiling Water Reactor (BWR), and Simplified Boiling Water Reactor (SBWR) systems transient code RAMONA-4B. The code uses a three-dimensional neutron-kinetics model coupled with a multichannel, nonequilibrium, drift-flux, phase-flow model of the thermal hydraulics of the reactor vessel. The code is designed to analyze a wide spectrum of BWR core and system transients. Chapter 1 gives an overview of the code`s capabilities and limitations; Chapter 2 describes the code`s structure, lists major subroutines, and discusses the computer requirements. Chapter 3 is on code, auxillary codes, and instructions for running RAMONA-4B on Sun SPARC and IBM Workstations. Chapter 4 contains component descriptions and detailed card-by-card input instructions. Chapter 5 provides samples of the tabulated output for the steady-state and transient calculations and discusses the plotting procedures for the steady-state and transient calculations. Three appendices contain important user and programmer information: lists of plot variables (Appendix A) listings of input deck for sample problem (Appendix B), and a description of the plotting program PAD (Appendix C). 24 refs., 18 figs., 11 tabs.

  2. Two Distinct Binding Modes Define the Interaction of Brox with the C-Terminal Tails of CHMP5 and CHMP4B

    SciTech Connect (OSTI)

    Mu, Ruiling; Dussupt, Vincent; Jiang, Jiansheng; Sette, Paola; Rudd, Victoria; Chuenchor, Watchalee; Bello, Nana F.; Bouamr, Fadila; Xiao, Tsan Sam (NIH)

    2012-05-21T23:59:59.000Z

    Interactions of the CHMP protein carboxyl terminal tails with effector proteins play important roles in retroviral budding, cytokinesis, and multivesicular body biogenesis. Here we demonstrate that hydrophobic residues at the CHMP4B C-terminal amphipathic {alpha} helix bind a concave surface of Brox, a mammalian paralog of Alix. Unexpectedly, CHMP5 was also found to bind Brox and specifically recruit endogenous Brox to detergent-resistant membrane fractions through its C-terminal 20 residues. Instead of an {alpha} helix, the CHMP5 C-terminal tail adopts a tandem {beta}-hairpin structure that binds Brox at the same site as CHMP4B. Additional Brox:CHMP5 interface is furnished by a unique CHMP5 hydrophobic pocket engaging the Brox residue Y348 that is not conserved among the Bro1 domains. Our studies thus unveil a {beta}-hairpin conformation of the CHMP5 protein C-terminal tail, and provide insights into the overlapping but distinct binding profiles of ESCRT-III and the Bro1 domain proteins.

  3. 3-Phase Recognition Approach to Pseudo 3D Building Generation from 2D Floor Plan

    E-Print Network [OSTI]

    Moloo, Raj Kishen; Auleear, Abu Salmaan

    2011-01-01T23:59:59.000Z

    Nowadays three dimension (3D) architectural visualisation has become a powerful tool in the conceptualisation, design and presentation of architectural products in the construction industry, providing realistic interaction and walkthrough on engineering products. Traditional ways of implementing 3D models involves the use of specialised 3D authoring tools along with skilled 3D designers with blueprints of the model and this is a slow and laborious process. The aim of this paper is to automate this process by simply analyzing the blueprint document and generating the 3D scene automatically. For this purpose we have devised a 3-Phase recognition approach to pseudo 3D building generation from 2D floor plan and developed a software accordingly. Our 3-phased 3D building system has been implemented using C, C++ and OpenCV library [24] for the Image Processing module; The Save Module generated an XML file for storing the processed floor plan objects attributes; while the Irrlitch [14] game engine was used to impleme...

  4. Cooling load calculations for radiant systems: are they the same traditional methods?

    E-Print Network [OSTI]

    Bauman, Fred; Feng, Jingjuan Dove; Schiavon, Stefano

    2013-01-01T23:59:59.000Z

    B. 2008. “Radiant floor cooling systems. ” ASHRAE Journal 4.gain on radiant floor cooling system design. ” Proceedings,of designing radiant slab cooling systems, including load

  5. Design of single-mode waveguides for enhanced light-sound interaction in honeycomb-lattice silicon slabs

    SciTech Connect (OSTI)

    Escalante, Jose M., E-mail: jmescalantefernadez@gmail.com; Martínez, Alejandro [Universidad Politecnica de Valencia, Valencia (Spain); Laude, Vincent [Institut FEMTO-ST, Université de Franche-Comté and CNRS, Besançon (France)

    2014-02-14T23:59:59.000Z

    We present the design of two waveguides (ladder and slot-ladder waveguides) implemented in a silicon honeycomb photonic-phononic crystal slab, which can support slow electromagnetic and elastic guided modes simultaneously. Interestingly, the photonic bandgap extends along the first Brillouin zone; so with an appropriate design, we can suppress propagation losses that arise coupling to radiative modes. From the phononic point of view, we explain the slow elastic wave effect by considering the waveguide as a chain of coupled acoustic resonators (coupled resonant acoustic waveguide), which provides the mechanism for slow elastic wave propagation. The ladder waveguide moreover supports guided phononic modes outside the phononic bandgap, similar to photonic slab modes, resulting in highly confined phononic modes propagating with low losses. Such waveguides could find important applications to the observation of optomechanical and electrostriction effects, as well as to enhanced stimulated Brillouin scattering and other opto-acoustical effects in nanoscale silicon structures. We also suggest that they can be the basis for a “perfect” photonic-phononic cavity in which damping by coupling to the surroundings is completely forbidden.

  6. Comparison of F{sub N} one speed transport solution in a heterogeneous slab to a Monte Carlo energy independent solution

    SciTech Connect (OSTI)

    Singleterry, R.C. Jr. [Argonne National Lab., Idaho Falls, ID (United States); Jahshan, S. [SNJ Consulting, Idaho Falls, ID (United States)

    1996-04-01T23:59:59.000Z

    The F{sub N} basis function expansion solution to the Boltzmann transport equation in Cartesian geometry is summarized and evaluated for several heterogeneous slabs of interest. The resultant scalar and angular fluxes and the critical slab thickness (when applicable) compare to the Monte Carlo transport evaluations by MCNP. A correspondence between the one-group macroscopic cross section used in the FN code is made to energy independent synthetic MCNP microscopic cross sections. The FN method produces comparable results to MCNP, requires fewer computer resources, but is limited to specific problem types.

  7. Causes and solutions for cracking of coextruded and weld overlay floor tubes in black liquor recovery boilers

    SciTech Connect (OSTI)

    Keiser, J.R.; Taljat, B.; Wang, X.L. [and others

    1998-09-01T23:59:59.000Z

    Cracking of coextruded, black liquor recovery boiler floor tubes is both a safety and an economic issue to mill operators. In an effort to determine the cause of the cracking and to identify a solution, extensive studies, described in this and three accompanying papers, are being conducted. In this paper, results of studies to characterize both the cracking and the chemical and thermal environment are reported. Based on the results described in this series of papers, a possible mechanism is presented and means to lessen the likelihood of cracking or to totally avoid cracking of floor tubes are offered.

  8. Thermal emission and design in one-dimensional periodic metallic photonic crystal slabs David L. C. Chan, Marin Soljaci, and J. D. Joannopoulos

    E-Print Network [OSTI]

    Soljaèiæ, Marin

    Thermal emission and design in one-dimensional periodic metallic photonic crystal slabs David L. C phenomena that drive thermal emission in one-dimensional periodic metallic photonic crystals, emphasizing of how the emissive properties of these systems can be tailored to our needs. DOI: 10.1103/PhysRevE.74

  9. Lau, J. and Chen, Q. 2007. "Floor-supply displacement ventilation for workshops," Building and Environment, 42(4), 1718-1730.

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    of the heating, ventilating and air-conditioning (HVAC) systems used in U.S. buildings are mixing ventilation1 Lau, J. and Chen, Q. 2007. "Floor-supply displacement ventilation for workshops," Building and Environment, 42(4), 1718-1730. FLOOR-SUPPLY DISPLACEMENT VENTILATION FOR WORKSHOPS Josephine Lau and Qingyan

  10. Thermal environment in indoor spaces with under-floor air distribution systems: 2. Determination of design parameters (1522-

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    Thermal environment in indoor spaces with under-floor air distribution systems: 2. Determination of Mechanical Engineering, Purdue University, West Lafayette, Indiana 47907, USA 2 Building Energy and Environment Engineering LLP, Lafayette, Indiana 47905, USA 3 School of Environmental Science and Engineering

  11. Job Opportunity at NEUROMATTERS, LLC 40 Wall Street, 28th Floor, New York, NY 10005 www.neuromatters.com

    E-Print Network [OSTI]

    Adams, Mark

    , Neuromatters is at the forefront of neurotechnologies, EEG signal processing and decoding. The successfulJob Opportunity at NEUROMATTERS, LLC 40 Wall Street, 28th Floor, New York, NY 10005 www.neuromatters.com Founded by recognized neuroengineering experts from Columbia University and the City College of New York

  12. Problem Set 2, Fall 2014 Due date: Noon Monday, Sept. 22 (return assignment to the 4th floor assignment box).

    E-Print Network [OSTI]

    Flynn, Morris R.

    MEC E 390 Problem Set 2, Fall 2014 Due date: Noon Monday, Sept. 22 (return assignment to the 4th may be deducted if your code does not meet these criteria. Problem 1. [15 points] Suppose that you are to design a ventilation system for a restaurant, whose serving area floor plan is shown schematically below

  13. PII S0016-7037(00)00511-1 Reaction of forest floor organic matter at goethite, birnessite and smectite surfaces

    E-Print Network [OSTI]

    Chorover, Jon

    PII S0016-7037(00)00511-1 Reaction of forest floor organic matter at goethite, birnessite carbon (DOC) concentrations (0­140 g C m 3 ) for reaction with goethite ( -FeOOH), birnessite ( -MnO2 different NOM adsorption, fractionation and transformation patterns. Goethite exhibited a steep initial

  14. Testing of the dual slab verification detector for attended measurements of the BN-350 dry storage casks

    SciTech Connect (OSTI)

    Santi, Peter A [Los Alamos National Laboratory; Browne, Michael C [Los Alamos National Laboratory; Williams, Richard B [Los Alamos National Laboratory; Parker, Robert F [Los Alamos National Laboratory

    2009-01-01T23:59:59.000Z

    The Dual Slab Verification Detector (DSVD) has been developed and built by Los Alamos National Laboratory in cooperation with the International Atomic Energy Agency (IAEA) as part of the dry storage safeguards system for the spent fuel from the BN-350 fast reactor. The detector consists of two rows of {sup 3}He tubes embedded in a slab of polyethylene which has been designed to be placed on the outer surface of the dry storage cask. The DSVD will be used to perform measurements of the neutron flux emanating from inside the dry storage cask at several locations around each cask to establish a neutron 'fingerprint' that is sensitive to the contents of the cask. The sensitivity of the fingerprinting technique to the removal of specific amount of nuclear material from the cask is determined by the characteristics of the detector that is used to perform the measurements, the characteristics of the spent fuel being measured, and systematic uncertainties that are associated with the dry storage scenario. MCNPX calculations of the BN-350 dry storage asks and layout have shown that the neutron fingerprint verification technique using measurements from the DSVD would be sensitive to both the amount and location of material that is present within an individual cask. To confirm the performance of the neutron fingerprint technique in verifying the presence of BN-350 spent fuel in dry storage, an initial series of measurements have been performed to test the performance and characteristics of the DSVD. Results of these measurements will be presented and compared with MCNPX results.

  15. Boron uptake in tumors, cerebrum and blood from (/sup 10/B)Na/sub 4/B/sub 24/H/sub 22/S/sub 2/

    DOE Patents [OSTI]

    Slatkin, D.N.; Micca, P.L.; Fairchild, R.G.

    1986-03-11T23:59:59.000Z

    A stable boronated (/sup 10/B-labeled) compound, sodium mercaptoundecahydrododecaborate is infused in the form of the disulfide dimer, (/sup 10/B)Na/sub 4/B/sub 24/H/sub 22/S/sub 2/, at a dose of about 200 ..mu..g /sup 10/B per gm body weight. The infusion is preformed into the blood or peritoneal cavity of the patient slowly over a period of many days, perhaps one week or more, at the rate of roughly 1 ..mu..g /sup 10/B per gm body weight per hour. Use of this particular boronated dimer in the manner or similarly to the manner so described permits radiotherapeutically effective amounts of boron to accumulate in tumors to be treated by boron neutron capture radiation therapy and also permits sufficient retention of boron in tumor after the cessation of the slow infusion, so as to allow the blood concentration of /sup 10/B to drop or to be reduced artificially to a radiotherapeutically effective level, less than one-half of the concentration of /sup 10/B in the tumor. 1 tab.

  16. SUPPORT OF GULF OF MEXICO HYDRATE RESEARCH CONSORTIUM: ACTIVITIES TO SUPPORT ESTABLISHMENT OF A SEA FLOOR MONITORING STATION PROJECT

    SciTech Connect (OSTI)

    Paul Higley; J. Robert Woolsey; Ralph Goodman; Vernon Asper; Boris Mizaikoff; Angela Davis; Bob A. Hardage; Jeffrey Chanton; Rudy Rogers

    2006-03-01T23:59:59.000Z

    The Gulf of Mexico Hydrates Research Consortium was established in 1999 to assemble leaders in gas hydrates research. The group is administered by the Center for Marine Resources and Environmental Technology, CMRET, at the University of Mississippi. The primary objective of the group is to design and emplace a remote monitoring station or sea floor observatory on the sea floor in the northern Gulf of Mexico by the year 2005, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission necessitates assembling a station that will monitor physical and chemical parameters of the sea water and sea floor sediments on a more-or-less continuous basis over an extended period of time. Development of the station has always included the possibility of expanding its capabilities to include biological monitoring, as a means of assessing environmental health. This possibility has recently received increased attention and the group of researchers working on the station has expanded to include several microbial biologists. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in this relatively new research arena. Complementary expertise, both scientific and technical, has been assembled to promote innovative research methods and construct necessary instrumentation. Initial components of the observatory, a probe that collects pore-fluid samples and another that records sea floor temperatures, were deployed in Mississippi Canyon 118 in May of 2005. Follow-up deployments are planned for fall 2005 and center about the use of the vessel M/V Ocean Quest and its two manned submersibles. The subs will be used to effect bottom surveys, emplace sensors and sea floor experiments and make connections between sensor data loggers and the integrated data power unit (IDP). Station/observatory completion is anticipated for 2007 following the construction, testing and deployment of the horizontal line arrays, not yet funded. The seafloor monitoring station/observatory is funded approximately equally by three federal Agencies: Minerals Management Services (MMS) of the Department of the Interior (DOI), National Energy Technology Laboratory (NETL) of the Department of Energy (DOE), and the National Institute for Undersea Science and Technology (NIUST), an agency of the National Oceanographic and Atmospheric Administration (NOAA).

  17. Inspection of the objects on the sea floor by using 14 MeV tagged neutrons

    SciTech Connect (OSTI)

    Valkovic, V. [A.C.T.d.o.o., Prilesje 4, Zagreb (Croatia); Sudac, D.; Obhodas, J. [Dept. of Experimental Physics, Inst. Ruder Boskovic, Zagreb (Croatia); Matika, D. [Inst. for Researches and Development of Defense Systems, Zagreb (Croatia); Kollar, R. [A.C.T.d.o.o., Prilesje 4, Zagreb (Croatia); Nad, K.; Orlic, Z. [Dept. of Experimental Physics, Inst. Ruder Boskovic, Zagreb (Croatia)

    2011-07-01T23:59:59.000Z

    Variety of objects found on the sea floor needs to be inspected for the presence of materials which represent the threat to the environment and to the safety of humans. We have demonstrated that the sealed tube 14 MeV neutron generator with the detection of associated alpha particles can be used underwater when mounted inside ROV equipped with the hydraulic legs and variety of sensors for the inspection of such objects for the presence of threat materials. Such a system is performing the measurement by using the NaI gamma detector and an API-120 neutron generator which could be rotated in order to maximize the inspected target volume. The neutron beam intensity during the 10-30 min. measurements is usually 1 x 10{sup 7} n/s in 4{pi}. In this report the experimental results for some of commonly found objects containing TNT explosive or its simulant are presented. The measured gamma spectra are dominant by C, O and Fe peaks enabling the determination of the presence of explosives inside the ammunition shell. Parameters influencing the C/O ratio are discussed in some details. (authors)

  18. Soil-structure interaction effects on containment fragilities and floor response spectra statistics

    SciTech Connect (OSTI)

    Pires, J.; Reich, M.; Chokshi, N.C.

    1987-01-01T23:59:59.000Z

    The probability-based method for the reliability evaluation of nuclear structures developed at Brookhaven National Laboratory (BNL) is extended to include soil-structure interaction effects. A reinforced concrete containment is analyzed in order to investigate the soil-structure interaction effects on: structural fragilities; floor response spectra statistics and acceleration response correlations. To include the effect of soil flexibility on the reliability assessment the following two step approach is used. In the first step, the lumped parameter method for soil-structure interaction analysis is used together with a stick model representation of the structure in order to obtain the motions of the foundation plate. These motions, which include both translations and rotations of the foundation plate, are expressed in terms of the power-spectral density of the free-field ground excitation and the transfer function of the total acceleration response of the foundation. The second step involves a detailed finite element model of the structure subjected to the interaction motions computed from step one. Making use of the structural model and interaction motion the reliability analysis method yields the limit stat probabilities and fragility data for the structure.

  19. Seismic soil-structure interaction effects on probabilistic floor response spectra

    SciTech Connect (OSTI)

    Ghiocel, D.M.; Wilson, P.R.; Stevenson, J.D. [Stevenson and Associates, Cleveland, OH (United States)

    1995-12-31T23:59:59.000Z

    For the purpose of performing a Seismic Probabilistic Risk Assessment (SPRA) for the Individual Plant Examination of External of Events (IPEEE) program, probabilistic soil-structure interaction (SSI) analyses for the major nuclear power plant (NPP) structures on the site were performed. The paper describes the probabilistic seismic SSI methodology and the probabilistic models used for the idealization of seismic excitation and surrounding soil deposit. To illustrate the effects of randomness in the input parameters, simulated and/or probabilistic Floor Response Spectra (FRS) at selected locations inside the Reactor Building (RB) and Auxiliary Building (AB) are plotted. The computed probabilistic FRS show that the randomness coming from the soil stiffness affects significantly the FRS of the RB and less significantly the FRS of AB. The coefficients of variation (or the standard deviations in the log normal format) of the FRS of RB due to soil stiffness randomness are considerably larger at upper elevations than at the basemat level showing that the random SSI effects are primarily manifested through the rocking motions and less through the horizontal translation of the base. The use of the current accepted rule for SPRA median response for median input may lead to unrealistic peaks in the median FRS especially when the SSI effects are significant as shown herein. This is due to the strong nonlinear relationship between the spectral amplitudes and soil stiffness at the SSI resonant frequencies.

  20. [3] E. Harabetian and S. Osher, Stabilizing illposed problems vis the level set approach, preprint. [4] B. Merriman, J. Bence, and S. Osher, Motion of multiple junctions : A level set approach,

    E-Print Network [OSTI]

    Chan, Tony F.

    . [4] B. Merriman, J. Bence, and S. Osher, Motion of multiple junctions : A level set approach, J. Comp of essentially nonoscillatory schemes i, J. Comp.Phys., 83 (1989), pp. 32--78. [10] M. Sussman, Ph.d thesis, UCLA of multiple junc­ tions and interfaces in 3­d and application to domain decomposition, Preprint. 32 #12; Let F

  1. SICS: A Sensor-based in-line control system for the surfaces of continuously cast slabs

    SciTech Connect (OSTI)

    Chang, Tzyy-Shuh [OG Technologies, Inc.

    2013-09-23T23:59:59.000Z

    The Phase II project has been carried out in accordance to the proposed tasks and budget, based on the original and extended schedule. The R&D team designed and implemented the test unit for the full width coverage, installed the unit in a caster. The development work further included enhanced image processing, in-depth defect study and process control models. The function, operation, and maintenance of the SICS was thoroughly studied during the Phase II research. The experience indicates additional hardware and procedures are required to make the SICS a commercially ready product in operation and maintenance aspect. Such developments have been finished and the team is contacting potential customers for the first commercial installation of SICS. Additionally, OGT is exploring the possibility to team up with a US company that specializes in surface cleaning for slabs/blooms/billets such that the in-line surface inspection can be integrated with in-line surface clean up for the maximum benefit to the steel industry.

  2. Walking on daylight : the application of translucent floor systems as a means of achieving natural daylighting in mid and low rise architecture

    E-Print Network [OSTI]

    Widder, James

    1985-01-01T23:59:59.000Z

    This thesis is concerned with the introduction of quality daylight to buildings by means of translucency in the horizontal planes or floors within the building. Since people began to build, the concept of translucency in ...

  3. SUPPORT OF GULF OF MEXICO HYDRATE RESEARCH CONSORTIUM: ACTIVITIES TO SUPPORT ESTABLISHMENT OF A SEA FLOOR MONITORING STATION PROJECT

    SciTech Connect (OSTI)

    J. Robert Woolsey; Tom McGee; Carol Lutken; Elizabeth Stidham

    2006-06-01T23:59:59.000Z

    The Gulf of Mexico Hydrates Research Consortium (GOM-HRC) was established in 1999 to assemble leaders in gas hydrates research. The Consortium is administered by the Center for Marine Resources and Environmental Technology, CMRET, at the University of Mississippi. The primary objective of the group is to design and emplace a remote monitoring station or sea floor observatory (MS/SFO) on the sea floor in the northern Gulf of Mexico by the year 2007, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission, although unavoidably delayed by hurricanes and other disturbances, necessitates assembling a station that will monitor physical and chemical parameters of the marine environment, including sea water and sea-floor sediments, on a more-or-less continuous basis over an extended period of time. In 2005, biological monitoring, as a means of assessing environmental health was added to the mission of the MS/SFO. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in the arena of gas hydrates research. Complementary expertise, both scientific and technical, has been assembled to promote innovative research methods and construct necessary instrumentation. The observatory has now achieved a microbial dimension in addition to the geophysical and geochemical components it had already included. Initial components of the observatory, a probe that collects pore-fluid samples and another that records sea floor temperatures, were deployed in Mississippi Canyon 118 in May of 2005. Follow-up deployments, planned for fall 2005, had to be postponed due to the catastrophic effects of Hurricane Katrina (and later, Rita) on the Gulf Coast. Every effort was made to locate and retain the services of a suitable vessel and submersibles or Remotely Operated Vehicles (ROVs) following the storms and the loss of the contracted vessel, the M/V Ocean Quest and its two submersibles, but these efforts have been fruitless due to the demand for these resources in the tremendous recovery effort being made in the Gulf area. Station/observatory completion, anticipated for 2007, will likely be delayed by at least one year. The seafloor monitoring station/observatory is funded approximately equally by three federal Agencies: Minerals Management Services (MMS) of the Department of the Interior (DOI), National Energy Technology Laboratory (NETL) of the Department of Energy (DOE), and the National Institute for Undersea Science and Technology (NIUST), an agency of the National Oceanographic and Atmospheric Administration (NOAA).

  4. SUPPORT OF GULF OF MEXICO HYDRATE RESEARCH CONSORTIUM: ACTIVITIES TO SUPPORT ESTABLISHMENT OF A SEA FLOOR MONITORING STATION PROJECT

    SciTech Connect (OSTI)

    Paul Higley; J. Robert Woolsey; Ralph Goodman; Vernon Asper; Boris Mizaikoff; Angela Davis

    2005-08-01T23:59:59.000Z

    A Consortium, designed to assemble leaders in gas hydrates research, has been established at the University of Mississippi's Center for Marine Resources and Environmental Technology, CMRET. The primary objective of the group is to design and emplace a remote monitoring station on the sea floor in the northern Gulf of Mexico by the year 2005, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission necessitates assembling a station that will monitor physical and chemical parameters of the sea water and sea floor sediments on a more-or-less continuous basis over an extended period of time. Development of the station allows for the possibility of expanding its capabilities to include biological monitoring, as a means of assessing environmental health. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in this relatively new research arena. Complementary expertise, both scientific and technical, has been assembled to innovate research methods and construct necessary instrumentation. A year into the life of this cooperative agreement, we note the following achievements: (1) Progress on the vertical line array (VLA) of sensors: (A) Software and hardware upgrades to the data logger for the prototype vertical line array, including enhanced programmable gains, increased sampling rates, improved surface communications, (B) Cabling upgrade to allow installation of positioning sensors, (C) Adaptation of SDI's Angulate program to use acoustic slant ranges and DGPS data to compute and map the bottom location of the vertical array, (D) Progress in T''0'' delay and timing issues for improved control in data recording, (E) Successful deployment and recovery of the VLA twice during an October, 2003 cruise, once in 830m water, once in 1305m water, (F) Data collection and recovery from the DATS data logger, (G) Sufficient energy supply and normal functioning of the pressure compensated battery even following recharge after the first deployment, (H) Survival of the acoustic modem following both deployments though it was found to have developed a slow leak through the transducer following the second deployment due, presumably, to deployment in excess of 300m beyond its rating. (2) Progress on the Sea Floor Probe: (A) The Sea Floor Probe and its delivery system, the Multipurpose sled have been completed, (B) The probe has been modified to penetrate the <1m blanket of hemipelagic ooze at the water/sea floor interface to provide the necessary coupling of the accelerometer with the denser underlying sediments, (C) The MPS has been adapted to serve as an energy source for both p- and s-wave studies at the station as well as to deploy the horizontal line arrays and the SFP. (3) Progress on the Electromagnetic Bubble Detector and Counter: (A) Components for the prototype have been assembled, including a dedicated microcomputer to control power, readout and logging of the data, all at an acceptable speed, (B) The prototype has been constructed and preliminary data collected, (C) The construction of the field system is underway. (4) Progress on the Acoustic Systems for Monitoring Gas Hydrates: (A) Video recordings of bubbles emitted from a seep in Mississippi Canyon have been made from a submersible dive and the bubbles analyzed with respect to their size, number, and rise rate. These measurements have been used to determine the parameters to build the system capable of measuring gas escaping at the site of the monitoring station, (B) Laboratory tests performed using the project prototype have produced a conductivity data set that is being used to refine parameters of the field model. (5) Progress on the Mid-Infrared Sensor for Continuous Methane Monitoring: (A) Preliminary designs of mounting pieces for electrical components of ''sphereIR'' have been completed using AutoCAD software, (B) The preliminary design of an electronics baseplate has been completed and aided in the optimization of

  5. Particle Size (Sieving) and Enthalpy (Acid Calorimetry) Analysis of Single-Pull K East Basin Floor and Pit Sludges

    SciTech Connect (OSTI)

    Bredt, Paul R. (BATTELLE (PACIFIC NW LAB)); Delegard, Calvin H. (BATTELLE (PACIFIC NW LAB)); Schmidt, Andrew J. (BATTELLE (PACIFIC NW LAB)); Silvers, Kurt L. (BATTELLE (PACIFIC NW LAB)); Thornton, Brenda M. (BATTELLE (PACIFIC NW LAB)); Gano, Sue (BATTELLE (PACIFIC NW LAB))

    2000-10-31T23:59:59.000Z

    This report discusses particle size and calorimetry analyses performed on single-pull sludge samples collected from the Hanford K East Basin floor and pits. This study was conducted by the Pacific Northwest National Laboratory (PNNL) in support of the baseline sludge management plan, which calls for the sludge to be packaged, shipped and stored at T Plant in the Hanford 200 West Area until final processing as a future date. These analyses were needed to better understand the K Basin sludge inventory and chemical reactivity.

  6. Remote sensing in marine environment - acquiring, processing, and interpreting GLORIA sidescan sonor images of deep sea floor

    SciTech Connect (OSTI)

    O'Leary, D.W.

    1989-03-01T23:59:59.000Z

    The US Geological Survey's remote sensing instrument for regional imaging of the deep sea floor (> 400 m water depth) is the GLORIA (Geologic Long-Range Inclined Asdic) sidescan sonar system, designed and operated by the British Institute of Oceanographic Sciences. A 30-sec sweep rate provides for a swath width of approximately 45 km, depending on water depth. The return signal is digitally recorded as 8 bit data to provide a cross-range pixel dimension of 50 m. Postcruise image processing is carried out by using USGS software. Processing includes precision water-column removal, geometric and radiometric corrections, and contrast enhancement. Mosaicking includes map grid fitting, concatenation, and tone matching. Seismic reflection profiles, acquired along track during the survey, are image correlative and provide a subsurface dimension unique to marine remote sensing. Generally GLORIA image interpretation is based on brightness variations which are largely a function of (1) surface roughness at a scale of approximately 1 m and (2) slope changes of more than about 4/degrees/ over distances of at least 50 m. Broader, low-frequency changes in slope that cannot be detected from the Gloria data can be determined from seismic profiles. Digital files of bathymetry derived from echo-sounder data can be merged with GLORIA image data to create relief models of the sea floor for geomorphic interpretation of regional slope effects.

  7. Support of Gulf of Mexico Hydrate Research Consortium: Activities to Support Establishment of a Sea Floor Monitoring Station Project

    SciTech Connect (OSTI)

    Carol Lutken

    2006-09-30T23:59:59.000Z

    The Gulf of Mexico Hydrates Research Consortium (GOM-HRC) was established in 1999 to assemble leaders in gas hydrates research. The Consortium is administered by the Center for Marine Resources and Environmental Technology, CMRET, at the University of Mississippi. The primary objective of the group is to design and emplace a remote monitoring station or sea floor observatory (MS/SFO) on the sea floor in the northern Gulf of Mexico by the year 2007, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission, although unavoidably delayed by hurricanes and other disturbances, necessitates assembling a station that will monitor physical and chemical parameters of the marine environment, including sea water and sea-floor sediments, on a more-or-less continuous basis over an extended period of time. In 2005, biological monitoring, as a means of assessing environmental health, was added to the mission of the MS/SFO. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in the arena of gas hydrates research. Complementary expertise, both scientific and technical, has been assembled to promote innovative research methods and construct necessary instrumentation. The observatory has now achieved a microbial dimension in addition to the geophysical, geological, and geochemical components it had already included. Initial components of the observatory, a probe that collects pore-fluid samples and another that records sea floor temperatures, were deployed in Mississippi Canyon 118 in May of 2005. Follow-up deployments, planned for fall 2005, had to be postponed due to the catastrophic effects of Hurricane Katrina (and later, Rita) on the Gulf Coast. Station/observatory completion, anticipated for 2007, will likely be delayed by at least one year. The CMRET has conducted several research cruises during this reporting period: one in April, one in June, one in September. April's effort was dedicated to surveying the mound at MC118 with the Surface-Source-Deep-Receiver (SSDR) seismic surveying system. This survey was completed in June and water column and bottom samples were collected via box coring. A microbial filtering system developed by Consortium participants at the University of Georgia was also deployed, run for {approx}12 hours and retrieved. The September cruise, designed to deploy, test, and in some cases recover, geochemical and microbial instruments and experiments took place aboard Harbor Branch's Seward Johnson and employed the Johnson SeaLink manned submersible. The seafloor monitoring station/observatory is funded approximately equally by three federal Agencies: Minerals Management Services (MMS) of the Department of the Interior (DOI), National Energy Technology Laboratory (NETL) of the Department of Energy (DOE), and the National Institute for Undersea Science and Technology (NIUST), an agency of the National Oceanographic and Atmospheric Administration (NOAA). Subcontractors with FY03 funding fulfilled their technical reporting requirements in a previously submitted report (41628R10). Only unresolved matching funds issues remain and will be addressed in the report of the University of Mississippi's Office of Research and Sponsored Programs. In addition, Barrodale Computing Services Ltd. (BCS) completed their work; their final report is the bulk of the semiannual report that precedes (abstract truncated)

  8. SUPPORT OF GULF OF MEXICO HYDRATE RESEARCH CONSORTIUM: ACTIVITIES TO SUPPORT ESTABLISHMENT OF A SEA FLOOR MONITORING STATION PROJECT

    SciTech Connect (OSTI)

    Paul Higley; J. Robert Woolsey; Ralph Goodman; Vernon Asper; Boris Mizaikoff; Angela Davis; Bob A. Hardage; Jeffrey Chanton; Rudy Rogers

    2006-05-18T23:59:59.000Z

    The Gulf of Mexico Hydrates Research Consortium (GOM-HRC) was established in 1999 to assemble leaders in gas hydrates research. The primary objective of the group has been to design and emplace a remote monitoring station or sea floor observatory (MS/SFO) on the sea floor in the northern Gulf of Mexico by the year 2005, in an area where gas hydrates are known to be present at, or just below, the sea floor. This mission, although unavoidably delayed by hurricanes and other disturbances, necessitates assembling a station that will monitor physical and chemical parameters of the sea water and sea floor sediments on a more-or-less continuous basis over an extended period of time. Development of the station has always included the possibility of expanding its capabilities to include biological monitoring, as a means of assessing environmental health. This possibility has recently achieved reality via the National Institute for Undersea Science and Technology's (NIUST) solicitation for proposals for research to be conducted at the MS/SFO. Establishment of the Consortium has succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among researchers in the arena of gas hydrates research. Complementary expertise, both scientific and technical, has been assembled to promote innovative research methods and construct necessary instrumentation. The observatory has achieved a microbial dimension in addition to the geophysical and geochemical components it had already included. Initial components of the observatory, a probe that collects pore-fluid samples and another that records sea floor temperatures, were deployed in Mississippi Canyon 118 in May of 2005. Follow-up deployments, planned for fall 2005, have had to be postponed and the use of the vessel M/V Ocean Quest and its two manned submersibles sacrificed due to the catastrophic effects of Hurricane Katrina (and later, Rita) on the Gulf Coast. Every effort is being made to locate and retain the services of a replacement vessel and submersibles or Remotely Operated Vehicles (ROVs) but these efforts have been fruitless due to the demand for these resources in the tremendous recovery effort being made in the Gulf area. Station/observatory completion, anticipated for 2007, will likely be delayed by at least one year. The seafloor monitoring station/observatory is funded approximately equally by three federal Agencies: Minerals Management Services (MMS) of the Department of the Interior (DOI), National Energy Technology Laboratory (NETL) of the Department of Energy (DOE), and the National Institute for Undersea Science and Technology (NIUST), an agency of the National Oceanographic and Atmospheric Administration (NOAA). Subcontractors with FY03 funding fulfilled their technical reporting requirements in the previous report (41628R10). Only unresolved matching funds issues remain and will be addressed in the report of the University of Mississippi's Office of Research and Sponsored Programs.

  9. Initial measurements of BN-350 spent fuel in dry storage casks using the dual slab verification detonator

    SciTech Connect (OSTI)

    Santi, Peter Angelo [Los Alamos National Laboratory; Browne, Michael C [Los Alamos National Laboratory; Freeman, Corey R [Los Alamos National Laboratory; Parker, Robert F [Los Alamos National Laboratory; Williams, Richard B [Los Alamos National Laboratory

    2010-01-01T23:59:59.000Z

    The Dual Slab Verification Detector (DSVD) has been developed, built, and characterized by Los Alamos National Laboratory in cooperation with the International Atomic Energy Agency (IAEA) as part of the dry storage safeguards system for the spent fuel from the BN-350 fast reactor. The detector consists of two rows of 3He tubes embedded in a slab of polyethylene which has been designed to be placed on the outer surface of the dry storage cask. By performing DSVD measurements at several different locations around the outer surface of the DUC, a signature 'fingerprint' can be established for each DUC based on the neutron flux emanating from inside the dry storage cask. The neutron fingerprint for each individual DUC will be dependent upon the spatial distribution of nuclear material within the cask, thus making it sensitive to the removal of a certain amount of material from the cask. An initial set of DSVD measurements have been performed on the first set of dry storage casks that have been loaded with canisters of spent fuel and moved onto the dry storage pad to both establish an initial fingerprint for these casks as well as to quantify systematic uncertainties associated with these measurements. The results from these measurements will be presented and compared with the expected results that were determined based on MCNPX simulations of the dry storage facility. The ability to safeguard spent nuclear fuel is strongly dependent on the technical capabilities of establishing and maintaining continuity of knowledge (COK) of the spent fuel as it is released from the reactor core and either reprocessed or packaged and stored at a storage facility. While the maintenance of COK is often done using continuous containment and surveillance (C/S) on the spent fuel, it is important that the measurement capabilities exist to re-establish the COK in the event of a significant gap in the continuous CIS by performing measurements that independently confirm the presence and content of Plutonium (Pu) in the spent fuel. The types of non-destructive assay (NDA) measurements that can be performed on the spent fuel are strongly dependent on the type of spent fuel that is being safeguarded as well as the location in which the spent fuel is being stored. The BN-350 Spent Fuel Disposition Project was initiated to improve the safeguards and security of the spent nuclear fuel from the BN-350 fast-breeder reactor and was developed cooperatively to meet the requirements of the International Atomic Energy Agency (IAEA) as well as the terms of the 1993 CTR and MPC&A Implementing Agreements. The unique characteristics of fuel from the BN-350 fast-breeder reactor have allowed for the development of an integrated safeguards measurement program to inventory, monitor, and if necessary, re-verify Pu content of the spent fuel throughout the lifetime of the project. This approach includes the development of a safeguards measurement program to establish and maintain the COK on the spent fuel during the repackaging and eventual relocation of the spent-fuel assemblies to a long-term storage site. As part of the safeguards measurement program, the Pu content of every spent-fuel assembly from the BN-350 reactor was directly measured and characterized while the spent-fuel assemblies were being stored in the spent-fuel pond at the BN-350 facility using the Spent Fuel Coincidence Counter (SFCC). Upon completion of the initial inventory of the Pu content of the individual spent-fuel assemblies, the assemblies were repackaged into welded steel canisters that were filled with inert argon gas and held either four or six individual spent-fuel assemblies depending on the type of assembly that was being packaged. This repackaging of the spent-fuel assemblies was performed in order to improve the stability of the spent-fuel assemblies for long-term storage and increase the proliferation resistance of the spent fuel. To maintain the capability of verifying the presence of the spent-fuel assemblies inside the welded steel canisters, measurements were performed on the canis

  10. INDEPENDENT VERIFICATION SURVEY SUMMARY AND RESULTS FOR SUB-SLAB SOILS ASSOCIATED WITH THE FORMER BUILDING K-33, OAK RIDGE, TENNESSEE

    SciTech Connect (OSTI)

    NICK A. ALTIC

    2012-09-20T23:59:59.000Z

    At DOE’s request, ORAU conducted confirmatory surveys of the K-33 sub-slab soil during the period of August 2011 through May 2012. The survey activities included visual inspections and measurement and sampling activities. LSRS was forthcoming with information relating to surface scan results. Scans performed by the contractor were of adequate coverage and overall data appear to represent actual site conditions. However, the LSRS technicians failed to identify several areas of elevated direct gamma radiation. Most of the samples taken by ORAU at locations of elevated instrument response were above the remediation concentration for one or more radionuclides of concern (ROC). The contractor was, however, quick to perform additional remediation of areas identified to have contamination above the guidelines. Further investigation by ORAU was not requested once additional remediation was completed. It is presumed the remediation contractor’s future PCCR will present detailed and conclusive evidence that K-33 sub-slab soils either comply or do not comply with record of decision (ROD) criteria. However, ORAU concludes, based on both independent verification (IV) data and data provided by LSRS, that the remediation contractor followed appropriate and applicable procedures and that the associated data adequately represent site conditions.

  11. EnergyPlus vs DOE-2: The Effect of Ground Coupling on Heating and Cooling Energy Consumption of a Slab-On-Grade Code House in a Cold Climate

    E-Print Network [OSTI]

    Andolsun, S.; Culp, C.; Haberl, J.

    ENERGYPLUS VS DOE-2: THE EFFECT OF GROUND COUPLING ON HEATING AND COOLING ENERGY CONSUMPTION OF A SLAB-ON-GRADE CODE HOUSE IN A COLD CLIMATE Simge Andolsun, Charles H. Culp, Jeff Haberl Texas A&M University, College Station, TX, USA...-on-grade constructions. This paper extends the previous comparative work by comparing EnergyPlus and DOE-2.1e results for GCHT based on a slab-on- grade code house in a cold climate. Three GCHT models were used in the study. These models were Winkelmann?s (2002...

  12. Support of Gulf of Mexico Hydrate Research Consortium: Activities of Support Establishment of a Sea Floor Monitoring Station Project

    SciTech Connect (OSTI)

    J. Robert Woolsey; Thomas McGee; Carol Lutken

    2008-05-31T23:59:59.000Z

    The Gulf of Mexico Hydrates Research Consortium (GOM-HRC) was established in 1999 to assemble leaders in gas hydrates research that shared the need for a way to conduct investigations of gas hydrates and their stability zone in the Gulf of Mexico in situ on a more-or-less continuous basis. The primary objective of the group is to design and emplace a remote monitoring station or sea floor observatory (SFO) on the sea floor in the northern Gulf of Mexico, in an area where gas hydrates are known to be present at, or just below, the sea floor and to discover the configuration and composition of the subsurface pathways or 'plumbing' through which fluids migrate into and out of the hydrate stability zone (HSZ) to the sediment-water interface. Monitoring changes in this zone and linking them to coincident and perhaps consequent events at the seafloor and within the water column is the eventual goal of the Consortium. This mission includes investigations of the physical, chemical and biological components of the gas hydrate stability zone - the sea-floor/sediment-water interface, the near-sea-floor water column, and the shallow subsurface sediments. The eventual goal is to monitor changes in the hydrate stability zone over time. Establishment of the Consortium succeeded in fulfilling the critical need to coordinate activities, avoid redundancies and communicate effectively among those involved in gas hydrates research. Complementary expertise, both scientific and technical, has been assembled to promote innovative methods and construct necessary instrumentation. Following extensive investigation into candidate sites, Mississippi Canyon 118 (MC118) was chosen by consensus of the Consortium at their fall, 2004, meeting as the site most likely to satisfy all criteria established by the group. Much of the preliminary work preceding the establishment of the site - sensor development and testing, geophysical surveys, and laboratory studies - has been reported in agency documents including the Final Technical Report to DOE covering Cooperative Agreement DEFC26-00NT40920 and Semiannual Progress Reports for this award, DE-FC26-02NT41628. Initial components of the observatory, a probe that collects pore-fluid samples and another that records sea floor temperatures, were deployed in MC118 in May of 2005. Follow-up deployments, planned for fall 2005, had to be postponed due to the catastrophic effects of Hurricane Katrina (and later, Rita) on the Gulf Coast. SFO completion, now anticipated for 2009-10, has, therefore, been delayed. Although delays caused scheduling and deployment difficulties, many sensors and instruments were completed during this period. Software has been written that will accommodate the data that the station retrieves, when it begins to be delivered. In addition, new seismic data processing software has been written to treat the peculiar data to be received by the vertical line array (VLA) and additional software has been developed that will address the horizontal line array (HLA) data. These packages have been tested on data from the test deployments of the VLA and on data from other, similar, areas of the Gulf (in the case of the HLA software). During the life of this Cooperative Agreement (CA), the CMRET conducted many cruises. Early in the program these were executed primarily to survey potential sites and test sensors and equipment being developed for the SFO. When MC118 was established as the observatory site, subsequent cruises focused on this location. Beginning in 2005 and continuing to the present, 13 research cruises to MC118 have been conducted by the Consortium. During September, 2006, the Consortium was able to secure 8 days aboard the R/V Seward Johnson with submersible Johnson SeaLink, a critical chapter in the life of the Observatory project as important documentation, tests, recoveries and deployments were accomplished during this trip (log appended). Consortium members have participated materially in a number of additional cruises including several of the NIUST autonomous underwater vehicle (AUV), Ea

  13. Lee, K.S., Zhang, T., Jiang, Z., and Chen, Q. 2009. "Comparison of airflow and contaminant distributions in rooms with traditional displacement ventilation and under-floor air distribution systems,"

    E-Print Network [OSTI]

    Chen, Qingyan "Yan"

    systems had higher ventilation performance than the mixing one under cooling mode as well as under heating distributions in rooms with traditional displacement ventilation and under-floor air distribution systems with traditional displacement ventilation and under-floor air distribution systems Kisup Lee* Tengfei Zhang, Ph

  14. PII S0016-7037(99)00441-X Sub sea floor boiling of Red Sea Brines: New indication from noble gas data

    E-Print Network [OSTI]

    Winckler, Gisela

    PII S0016-7037(99)00441-X Sub sea floor boiling of Red Sea Brines: New indication from noble gas in revised form December 8, 1999) Abstract--Hydrothermal brines from the Atlantis II Deep, Red Sea, have been depressions filled by highly saline brines (Hartmann et al., 1998a). The Atlantis II Deep, located

  15. DISSERTATION FORMAT GUIDELINES The Knowledge Navigation Center (second floor of the Graduate Library) may be able to help with formatting problems. There are no

    E-Print Network [OSTI]

    Papalambros, Panos

    5.14 DISSERTATION FORMAT GUIDELINES The Knowledge Navigation Center (second floor of the Graduate's dissertation or thesis as an example of how to format your dissertation. Your dissertation must follow these guidelines. The most up-to-date version of the Dissertation Format Guidelines is available on the Rackham

  16. TTUAB CARDBOARD RECYCLING PROTOCOL 2013 Cardboard is stored on the first floor in the Department of Biological Sciences in the west

    E-Print Network [OSTI]

    Rock, Chris

    TTUAB CARDBOARD RECYCLING PROTOCOL 2013 Cardboard is stored on the first floor in the Department, the individual who signed up for the cardboard recycling is responsible for transporting the collected cardboard to recycle bin next to Murray Hall (dumpster is next to that building in the R2 parking lot and in close

  17. TTUAB CARDBOARD RECYCLING PROTOCOL Fall 2011 Cardboard is stored on the first floor in the Department of Biological Sciences in the west

    E-Print Network [OSTI]

    Rock, Chris

    TTUAB CARDBOARD RECYCLING PROTOCOL ­ Fall 2011 Cardboard is stored on the first floor. On Friday, one individual who signed up for the cardboard recycling is responsible to transport the collected cardboard to recycle bin next to Murray Hall (dumpster is next to that building in the R2 parking

  18. TTUAB CARDBOARD RECYCLING PROTOCOL Fall 2012 Cardboard is stored on the first floor in the Department of Biological Sciences in the west

    E-Print Network [OSTI]

    Rock, Chris

    TTUAB CARDBOARD RECYCLING PROTOCOL ­ Fall 2012 Cardboard is stored on the first floor. On Friday, the individual who signed up for the cardboard recycling is responsible to transport the collected cardboard to recycle bin next to Murray Hall (dumpster is next to that building in the R2 parking

  19. Dispersion of UO{sub 2}F{sub 2} aerosol and HF vapor in the operating floor during winter ventilation at the Paducah Gaseous Diffusion Plant

    SciTech Connect (OSTI)

    Kim, S.H.; Chen, N.C.J.; Taleyarkhan, R.P.; Keith, K.D.; Schmidt, R.W. [Oak Ridge National Lab., TN (United States); Carter, J.C. [J.C. Carter Associates, Inc., Knoxville, TN (United States)

    1996-12-30T23:59:59.000Z

    The gaseous diffusion process is currently employed at two plants in the US: the Paducah Gaseous Diffusion Plant and the Portsmouth Gaseous Diffusion Plant. As part of a facility-wide safety evaluation, a postulated design basis accident involving large line-rupture induced releases of uranium hexafluoride (UF{sub 6}) into the process building of a gaseous diffusion plant (GDP) is evaluated. When UF{sub 6} is released into the atmosphere, it undergoes an exothermic chemical reaction with moisture (H{sub 2}O) in the air to form vaporized hydrogen fluoride (HF) and aerosolized uranyl fluoride (UO{sub 2}F{sub 2}). These reactants disperse in the process building and transport through the building ventilation system. The ventilation system draws outside air into the process building, distributes it evenly throughout the building, and discharges it to the atmosphere at an elevated temperature. Since air is recirculated from the cell floor area to the operating floor, issues concerning in-building worker safety and evacuation need to be addressed. Therefore, the objective of this study is to evaluate the transport of HF vapor and UO{sub 2}F{sub 2} aerosols throughout the operating floor area following B-line break accident in the cell floor area.

  20. INITIAL DEVELOPMENT OF A VARIABLE-FRICTION FLOOR SURFACE Guillaume Millet, Martin J.-D. Otis, Gary Chaw, Jeremy R. Cooperstock

    E-Print Network [OSTI]

    Cooperstock, Jeremy R.

    ). An- other is by changing dry friction into lubricated friction, that is, placing a lubricant quantified with Coulomb's model; examples of coefficients of static friction are 0.04 for PTFE/PTFE contactINITIAL DEVELOPMENT OF A VARIABLE-FRICTION FLOOR SURFACE Guillaume Millet, Martin J.-D. Otis, Gary

  1. Can Punctured Rate-1/2 Turbo Codes Achieve a Lower Error Floor than their Rate-1/3 Parent Codes?

    E-Print Network [OSTI]

    Cambridge, University of

    Can Punctured Rate-1/2 Turbo Codes Achieve a Lower Error Floor than their Rate-1/3 Parent Codes of punctured parallel concatenated convolutional codes (PCCCs), also known as punctured turbo codes, has also/3 turbo code results in better high-rate turbo codes, in terms of BEP performance, than puncturing only

  2. Ice cores drilled from lake and ocean floors, continents, and ice sheets provide geoscientists with the most extensive and accurate picture of the earth!s

    E-Print Network [OSTI]

    Johnson, Andrew

    zer Ice cores drilled from lake and ocean floors, continents, and ice sheets provide geoscientists technologies and advanced equipment like high-resolution color line-scanners and multi-sensor data loggers displays run by a single computer all the way down to the new MacBook. Future development will incorporate

  3. Air-bridged photonic crystal slabs at visible and near-infrared wavelengths K. B. Crozier,1 Virginie Lousse,2,3 Onur Kilic,3 Sora Kim,3 Shanhui Fan,3 and Olav Solgaard3

    E-Print Network [OSTI]

    Air-bridged photonic crystal slabs at visible and near-infrared wavelengths K. B. Crozier,1 are demonstrated at visible and near-infrared wavelengths. We present experimental and theoretical studies useful filtering functions, such as all-pass transmission and flattop reflection.2 Third

  4. DOE Zero Energy Ready Home: Montlake Modern - Seattle, Washington...

    Office of Environmental Management (EM)

    foundation slab edge with R-20 rigid foam under the slab; an air-to-water heat pump plus radiant floor heat; 100% LED lighting; filtered-fan-powered fresh air intake;...

  5. Scheme for generating and transporting THz radiation to the X-ray experimental floor at the LCLS baseline

    E-Print Network [OSTI]

    Geloni, Gianluca; Saldin, Evgeni

    2011-01-01T23:59:59.000Z

    This paper describes a novel scheme for integrating a coherent THz source in the baseline of the LCLS facility. Any method relying on the spent electron beam downstream of the baseline undulator should provide a way of transporting the radiation up to the experimental floor. Here we propose to use the dump area access maze. In this way the THz output must propagate with limited size at least for one hundred meters in a maze, following many turns, to reach the near experimental hall. The use of a standard, discrete, open beam-waveguide formed by periodic reflectors, that is a mirror guide, would lead to unacceptable size of the system. To avoid these problems, in this paper we propose an alternative approach based on periodically spaced metallic screens with holes. This quasi-optical transmission line is referred to as an iris line. We present complete calculations for the iris line using both analytical and numerical methods, which we find in good agreement. We present a design of a THz edge radiation source ...

  6. Cooling load calculations for radiant systems: are they the same traditional methods?

    E-Print Network [OSTI]

    Bauman, Fred; Feng, Jingjuan Dove; Schiavon, Stefano

    2013-01-01T23:59:59.000Z

    B. 2008. “Radiant floor cooling systems. ” ASHRAE Journal 4.embedded radiant heating and cooling. Geneva: InternationalM. Deru. 2010. “Radiant slab cooling for retail. ” ASHRAE

  7. Managing Coil Epoxy Vacuum Impregnation Systems at the Manufacturing Floor Level To Achieve Ultimate Properties in State-of-the-Art Magnet Assemblies

    SciTech Connect (OSTI)

    J.G. Hubrig; G.H. Biallas

    2005-05-01T23:59:59.000Z

    Liquid epoxy resin impregnation systems remain a state-of-the-art polymer material for vacuum and vacuum/pressure impregnation applications in the manufacture of both advanced and conventional coil winding configurations. Epoxy resins inherent latitude in processing parameters accounts for their continued popularity in engineering applications, but also for the tendency to overlook or misinterpret the requisite processing parameters on the manufacturing floor. Resin system impregnation must be managed in detail in order to achieve device life cycle reliability. This closer look reveals how manufacturing floor level management of material acceptance, handling and storage, pre- and post- impregnation processing and cure can be built into a manufacturing plan to increase manufacturing yield, lower unit cost and ensure optimum life cycle performance of the coil.

  8. NNSA Policy Letter: NAP-4B

    National Nuclear Security Administration (NNSA)

    V. REFERENCES: NNSA Policy Letter BOP-003.0501, "Deviation to DEAR 970.1504 Contract Pricing, and associated 970.521 5 clauses." Administrator National Nuclear Security...

  9. W4B Bristol | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere IRaghuraji Agro IndustriesTown of Ladoga,planningFlowmeterUtah: Energydba VisionInformation straS.

  10. NNSA Policy Letter: NAP-4B

    National Nuclear Security Administration (NNSA)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOn AprilA Approved: 5-13-14 FEDERAL EMPLOYEE OCCUPATIONAL SAFETY AND HEALTH

  11. Sweetwater 4b | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand Jump to:Ezfeedflag JumpID-f <Maintained By FaultSunpodsSweetwater 4a Jump to: navigation, searchb

  12. Climate Zone 4B | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are beingZealand JumpConceptual Model, clickInformation SmyrnaNewClayClearSpotYork:Trust Jump to:6300 <BCDD50ºF

  13. Evaluation of Ion Exchange Materials in K Basin Floor Sludge and Potential Solvents for PCB Extraction from Ion Exchange Materials

    SciTech Connect (OSTI)

    Schmidt, A.J.; Klinger, G.S.; Bredt, P.R.

    1999-04-10T23:59:59.000Z

    Approximately 73 m{sup 3} of heterogeneous solid material, ''sludge,'' (upper bound estimate, Packer 1997) have accumulated at the bottom of the K Basins in the 100 K Area of the Hanford Site. This sludge is a mixture of spent fuel element corrosion products, ion exchange materials (organic and inorganic), graphite-based gasket materials, iron and aluminum metal corrosion products, sand, and debris (Makenas et al. 1996, 1997). In addition, small amounts of polychlorinated biphenyls (PCBs) have been found. These small amounts are significant from a regulatory standpoint. Ultimately, it is planned to transfer the K Basins sludge to the Hanford double shell tanks (DSTs). Chemical pretreatment is required to address criticality issues and the destruction or removal of PCBs before the K Basin sludge can be transferred to the DSTs. Eleven technologies have been evaluated (Papp 1997) as potential pretreatment methods. Based on the evaluations and engineering studies and limited testing, Fluor Daniel Hanford recommended solvent washing of the K Basin sludge, followed by nitric acid dissolution and, potentially, peroxide addition (FDH 1997). The solvent washing (extraction) and peroxide addition would be used to facilitate PCB removal and destruction. Following solvent extraction, the PCBs could be distilled and concentrated for disposal as a low-level waste. The purpose of the work reported here was to continue investigating solvent extraction, first by better identifying the ion exchange materials in the actual sludge samples and then evaluating various solvents for removing the PCBs or possibly dissolving the resins. This report documents some of the process knowledge on ion exchange materials used and spilled in the K Basins and describes the materials identified from wet sieving KE Basin floor and canister sludge and the results of other analyses. Several photographs are included to compare materials and illustrate material behavior. A summary of previous tests on solvent extraction of PCB surrogates from simulant K Basin sludge is also given.

  14. Results of detailed analyses performed on boring cores extracted from the concrete floors of the Fukushima Daiichi nuclear power plant reactor buildings

    SciTech Connect (OSTI)

    Maeda, Koji; Sasaki, S.; Kumai, M.; Sato, Isamu; Osaka, Masahiko; Fukushima, Mineo; Kawatsuma, Shinji [Japan Atomic Energy Agency, 4002 Narita, Oarai, Ibaraki 311-1393 (Japan); Goto, Tetsuo; Sakai, Hitoshi [Toshiba Corporation, 8, Shinsugita, Isogo-ku, Yokohama 235-8523 (Japan); Chigira, Takayuki; Murata, Hirotoshi [Tokyo Electric Power Company, 1-1-3 Uchisaiwai, Chiyoda-ku, Tokyo, 100-8560 (Japan)

    2013-07-01T23:59:59.000Z

    Due to the massive earthquake and tsunami on March 11, 2011, and the following severe accident at the Fukushima Daiichi Nuclear Power Plant, concrete surfaces within the reactor buildings were exposed to radioactive liquid and vapor phase contaminants. In order to clarify the situation of this contamination in the reactor buildings of Units 1, 2 and 3, selected samples were transported to the Fuels Monitoring Facility in the Oarai Engineering Center of JAEA where they were subjected to analyses to determine the surface radionuclide concentrations and to characterize the radionuclide distributions in the samples. In particular, penetration of radiocesium in the surface coatings layer and sub-surface concrete was evaluated. The analysis results indicate that the situation of contamination in the building of Unit 2 was different from others, and the protective surface coatings on the concrete floors provided significant protection against radionuclide penetration. The localized penetration of contamination in the concrete floors was found to be confined within a millimeter of the surface of the coating layer of some millimeters. (authors)

  15. Rheologic controls on slab dynamics

    E-Print Network [OSTI]

    Billen, Magali I.; Hirth, Greg

    2007-01-01T23:59:59.000Z

    regions of the surface topography are strongly dependent onat the surface leads to inaccurate topography. In low 241

  16. Engineering Evaluation Report on K-311-1 Floor Subsidence (2008 Annual Report) at the East Tennessee Technology Park, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    Knott R.B.

    2008-11-13T23:59:59.000Z

    The purpose of this task is to evaluate the effect of floor settlement on building structure, piping, and equipment foundations between column lines 1 and 2 and B and K of Bldg. K-311-1 (see Fig. A-1 in Appendix A) at East Tennessee Technology Park (ETTP), Oak Ridge, Tennessee. Revision 0 of this document covers the 2005 annual inspection. Revision 1 addresses the 2006 annual inspection, Revision 2 addresses the 2007 annual inspection, and Revision 3 covers the 2008 annual inspection, as indicated by the changed report title. A civil survey and visual inspection were performed. Only a representative number of points were measured during the 2008 survey. The exact location of a number of survey points in Table A-1 could not be accurately determined in the 2008 survey since these points had not been spray painted since 2003. The points measured are deemed adequate to support the conclusions of this report. Based on the survey and observations, there has been no appreciable change in the condition of the unit since the 2007 inspection. The subsidence of the floor presents concerns to the building structure due to the possible indeterminate load on the pipe gallery framing. Prior to demolition activities that involve the piping or removal of the equipment, such as vent, purge and drain and foaming, engineering involvement in the planning is necessary. The piping connected to the equipment is under stress, and actions should be implemented to relieve this stress prior to disturbing any of the equipment or associated piping. In addition, the load on the pipe gallery framing needs to be relieved prior to any activities taking place in the pipe gallery. Access to this area and the pipe gallery is not allowed until the stress is released.

  17. 199/07/Tuesday 17h37Oasis, The Online Abstract Submission System Page 1 sur 2https://www.abstractsonline.com/submit/SubmitPrinterFriendly...%7D&MKey=%7B66F0352A%2D30DC%2D4B9F%2DB0CC%2DE851495B78DC%7D

    E-Print Network [OSTI]

    Demoulin, Pascal

    199/07/Tuesday 17h37Oasis, The Online Abstract Submission System Page 1 sur 2https):  Oral Preferred Additional Information (Complete): Status: Complete #12;199/07/Tuesday 17h37Oasis://www.abstractsonline.com/submit/SubmitPrinterFriendly...%7D&MKey=%7B66F0352A%2D30DC%2D4B9F%2DB0CC%2DE851495B78DC%7D Washington, DC 20009 Powered by OASIS

  18. Fiscal Year 2007 Phased Construction Completion Report for the Zone 2 Soils, Slabs, and Subsurface Structures at East Tennessee Technology Park, Oak Ridge, Tennessee

    SciTech Connect (OSTI)

    RSI

    2008-03-01T23:59:59.000Z

    The purpose of this Phased Construction Completion Report (PCCR) is to present the fiscal year (FY) 2007 results of characterization activities and recommended remedial actions (RAs) for 11 exposure units (EUs) in Zone 2 (Z2-01, Z2-03, Z2-08, Z2-23, Z2-24, Z2-28, Z2-34, Z2-37, Z2-41, Z2-43, and Z2-44) at the East Tennessee Technology Park (ETTP), which is located in the northwest corner of the U.S. Department of Energy (DOE) Oak Ridge Reservation in Oak Ridge, Tennessee (Fig. 1). ETTP encompasses a total land area of approximately 5000 acres that has been subdivided into three zones--Zone 1 ({approx}1400 acres), Zone 2 ({approx}800 acres), and the Boundary Area ({approx}2800 acres). Zone 2, which encompasses the highly industrialized portion of ETTP shown in Fig. 1, consists of all formerly secured areas of the facility, including the large processing buildings and direct support facilities; experimental laboratories and chemical and materials handling facilities; materials storage and waste disposal facilities; secure document records libraries; and shipping and receiving warehouses. The Zone 2 Record of Decision for Soil, Buried Waste, and Subsurface Structure Actions in Zone 2, East Tennessee Technology Park, Oak Ridge, Tennessee (DOE 2005) (Zone 2 ROD) specifies the future end use for Zone 2 acreage as uncontrolled industrial for the upper 10 ft of soils. Characterization activities in these areas were conducted in compliance with the Zone 2 ROD and the Dynamic Verification Strategy (DVS) and data quality objectives (DQOs) presented in the Remedial Design Report/Remedial Action Work Plan for Zone 2 Soils, Slabs, and Subsurface Structures, East Tennessee Technology Park, Oak Ridge, Tennessee (DOE 2007) (Zone 2 RDR/RAWP). The purpose of this PCCR is to address the following: (1) Document DVS characterization results for the accessible EUs in FY 2007; (2) Describe and document the risk evaluation for each EU, and determine if the EU met the Zone 2 ROD requirements for unrestricted industrial use to 10 ft bgs; (3) Identify additional areas not defined in the Zone 2 ROD that require remediation based on the DVS evaluation results; and (4) Describe the RAs performed in Zone 2. The Zone 2 ROD divided the Zone 2 area into 7 geographic areas and 44 EUs. To facilitate the DQOs of the DVS process, the Zone 2 RDR/RAWP regrouped the 44 EUs into 12 DQO scoping EU groups. These groups facilitated the DQO process by placing similar facilities and their support facilities together and allowed identification of data gaps. The EU groups were no longer pertinent after DQO planning was completed, and characterization was conducted as areas became accessible. As the opportunity to complete characterization became available, the planned DVS program was executed and completed in FY 2007 for the 11 EUs addressed in this document. The main body of this report describes both the DVS process and scope of work performed and the RAs completed. The scope and approach for performing DVS activities performed in FY 2007 that lead to action/no further action decisions are presented in Sects. 2 through 4. RAs performed in FY 2007 are presented in Sects. 5 through 10. Future land use is described in Sect. 11, and the status of all Zone 2 EUs as of this PCCR is presented in Sect. 12.

  19. Comparison of effectiveness of sub-slab ventilation systems for indoor radon mitigation: A numerical study; Comparaison a l`aide d`un outil numerique de l`efficacite des systemes de ventilation active du sol limitant la penetration du radon dans l`habitat

    SciTech Connect (OSTI)

    Bonnefous, Y.C. [Ecole Nationale des Travaux Publics de l`Etat, 69 - Vaulx en Velin (France). Lab. Sciences de l`Habitat]|[Lawrence Berkeley Lab., CA (United States); Gadgil, A.J. [Lawrence Berkeley Lab., CA (United States); Allard, F. [Institut National des Sciences Appliquees (INSA), 69 - Villeurbanne (France)

    1992-04-01T23:59:59.000Z

    The functioning of an active sub-slab ventilation system (SVS) has been studied successfully with the help of a previously evaluated numerical model. The parameters explored are the permeability of the sub-slab and the gravel placed beneath it, the amplitude of applied pressure at the installation point of the system and the functioning method: depressurization or pressurization. The mechanisms contributing to the success of the two systems are identified. This numerical study shows that the presence of a layer of gravel beneath the sub-slab considerably improves the performance of the SVS. Considered separately from the extremely permeable sub-slabs, the depressurization systems perform better than the pressurization systems. 17 refs. [Francais] Le fonctionnement des Systemes de Ventilation active du Sol (SVS) a ete etudie a l`aide d`un outil numerique precedemment evalue avec succes. Les parametres explores sont les permeabilites du sol et du gravier place sous plancher bas, l`amplitude de la pression appliquee au point d`installation du systeme, et le mode de fonctionnement: Depressurisation ou Pressurisation. Les mecanismes contribuant au succes des deux systemes sont identifies. Cette etude numerique montre que la presence d`une couche de gravier sous plancher bas ameliore de facon considerable les performances des SVS. Mis a part le cas des sols extremement permeables, les systemes de Depressurisation ont de meilleures performances que les systemes de Pressurisation. 17 refs.

  20. Impact of Thermally Insulated Floors

    E-Print Network [OSTI]

    Alghimlas, F.; Omar, E. A.

    2004-01-01T23:59:59.000Z

    MODELLING INPUT The simulation period was set to be from January 1 until December 31. Typical meteorological year (TMY) was used for the coastal areas of Kuwait. The data were provided by KISR weather station at latitude of 29.3?C and longitude of 47....9?C [3]. Table 3 presents the TMY data in terms of monthly values of the significant weather parameters used within the simulation program. SIMULATION RESULTS AND ANALYSIS Private Villa The simulations were performed on four cases using...

  1. Floor San Francisco, CA 94104

    Office of Environmental Management (EM)

    94104 TEL 415 875-6100 FAX 415 875-6161 www.nrdc.org Testimony of Marcus Griswold, PhD, Water Resources Scientist Natural Resources Defense Council Before the Quadrennial Energy...

  2. HYDRATE RESEARCH ACTIVITIES THAT BOTH SUPPORT AND DERIVE FROM THE MONITORING STATION/SEA-FLOOR OBSERVATORY, MISSISSIPPI CANYON 118, NORTHERN GULF OF MEXICO

    SciTech Connect (OSTI)

    Lutken, Carol

    2013-07-31T23:59:59.000Z

    A permanent observatory has been installed on the seafloor at Federal Lease Block, Mississippi Canyon 118 (MC118), northern Gulf of Mexico. Researched and designed by the Gulf of Mexico Hydrates Research Consortium (GOM-HRC) with the geological, geophysical, geochemical and biological characterization of in situ gas hydrates systems as the research goal, the site has been designated by the Bureau of Ocean Energy Management as a permanent Research Reserve where studies of hydrates and related ocean systems may take place continuously and cooperatively into the foreseeable future. The predominant seafloor feature at MC118 is a carbonate-hydrate complex, officially named Woolsey Mound for the founder of both the GOM-HRC and the concept of the permanent seafloor hydrates research facility, the late James Robert “Bob” Woolsey. As primary investigator of the overall project until his death in mid-2008, Woolsey provided key scientific input and served as chief administrator for the Monitoring Station/ Seafloor Observatory (MS-SFO). This final technical report presents highlights of research and accomplishments to date. Although not all projects reached the status originally envisioned, they are all either complete or positioned for completion at the earliest opportunity. All Department of Energy funds have been exhausted in this effort but, in addition, leveraged to great advantage with additional federal input to the project and matched efforts and resources. This report contains final reports on all subcontracts issued by the University of Mississippi, Administrators of the project, Hydrate research activities that both support and derive from the monitoring station/sea-floor Observatory, Mississippi Canyon 118, northern Gulf of Mexico, as well as status reports on the major components of the project. All subcontractors have fulfilled their primary obligations. Without continued funds designated for further project development, the Monitoring Station/Seafloor Observatory is in danger of lapsing into disuse. However, for the present, interest in the site on the continental slope is healthy and The Center for Marine Resources and Environmental Technology continues to coordinate all activity at the MS/SFO as arranged through the BOEM in 2005. Field and laboratory research projects and findings are reviewed, new technologies and tests described. Many new sensors, systems and two custom ROVs have been developed specifically for this project. Characteristics of marine gas hydrates are dramatically more refined than when the project was initiated and include appear in sections entitled Accomplishments, Products and Publications.

  3. DOE Zero Energy Ready Home: Leganza Residence - Greenbank, Washington...

    Energy Savers [EERE]

    (SIPs) walls, a 10.25-inch SIPS roof, an R-20 insulated slab, a 2-ton ground source heat pump, radiant floor heat, 7.1 kWh PV, and triple-pane windows. DOE Zero Energy Ready...

  4. DOE Zero Energy Ready Home Case Study, Clifton View Homes, Coupeville...

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    a SIP roof and walls, R-20 rigid foam under slab, triple-pane windows, ground source heat pump for radiant floor heat, and a unique balanced ventilation system using separate...

  5. DOE Zero Energy Ready Home Case Study: TC Legend Homes, Bellingham...

    Energy Savers [EERE]

    also gets passive solar heating from south-facing triple-pane windows that heat a concrete slab floor plus a connected greenhouse. An exhaust fan provides ventilation by...

  6. baepgfb-mac4b | netl.doe.gov

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    Comprehensive Report to Congress Comprehensive Report to Congress on the Clean Coal Technology Progam: Four Rivers Energy Modernization Project (June 1994) -- Not...

  7. VA-4-B Wholesale Power Rate Schedule | Department of Energy

    Broader source: Energy.gov (indexed) [DOE]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOn AprilA group current C3EDepartment ofPrivilegesUnauthorized Access | Department2 1

  8. AP-4-B Wholesale Power Rate Schedule | Department of Energy

    Broader source: Energy.gov (indexed) [DOE]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742Energy China 2015ofDepartmentDepartment of2 of 5) ALARA TrainingANDREW W. TUNNELL t:to whom

  9. Microsoft PowerPoint - 4B Mark Phifer

    Office of Environmental Management (EM)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742 33Frequently Asked Questions forCheneyNovember 5-6, 2001Department ofDepartmentSiC fLiners

  10. baepgfb-mac4b | netl.doe.gov

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What'sis Taking Over OurThe Iron SpinPrincetonUsingWhatY-12ZeroVariations ofSeniorAugustVolume3 Healy5135

  11. GIZ Sourcebook Module 4b: Inspection and Maintenance and Roadworthiness |

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are8COaBulkTransmissionSitingProcess.pdf Jump1946865°, -86.0529604°Wisconsin:FyreStorm IncLSE COMPOpen Energy

  12. Reference Buildings by Climate Zone and Representative City: 4B

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels DataDepartment of Energy Your Density Isn'tOrigin of ContaminationHubs+18,new2004_v1.3_5.0.zipFlorida |

  13. Reference Buildings by Climate Zone and Representative City: 4B

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels DataDepartment of Energy Your Density Isn'tOrigin of ContaminationHubs+18,new2004_v1.3_5.0.zipFlorida |Albuquerque, New Mexico | Department

  14. Reference Buildings by Climate Zone and Representative City: 4B

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels DataDepartment of Energy Your Density Isn'tOrigin of ContaminationHubs+18,new2004_v1.3_5.0.zipFlorida |Albuquerque, New Mexico |

  15. Construction News Report Construction News Report

    E-Print Network [OSTI]

    Technology · Started core drilling on the 4th floor. Joanne M. Centa 1841 Neil Avenue Columbus, Ohio 43210 entry steps per RFI. · Poured east entry wall. · Installed new electric manhole riser at north side. · Poured south exterior grade beams. · Removed slab on grade and prepped for new slab on grade on the 1st

  16. Polybrominated dibenzo-p-dioxins/dibenzofurans and polybrominated diphenyl ethers in soil, vegetation, workshop-floor dust, and electronic shredder residue from an electronic waste recycling facility and in soils from a chemical industrial complex in eastern China

    SciTech Connect (OSTI)

    Jing Ma; Rudolf Addink; Sehun Yun; Jinping Cheng; Wenhua Wang; Kurunthachalam Kannan [Shanghai Jiao Tong University, Shanghai (China). School of Environmental Science and Engineering

    2009-10-01T23:59:59.000Z

    In this study, 11 2,3,7,8-substituted PBDD/Fs and 10 polybrominated diphenyl ether (PBDE) congeners were determined in electronic shredder waste, workshop-floor dust, soil, and leaves (of plants on the grounds of the facility) from a large-scale electronic wastes (e-waste) recycling facility and in surface soil from a chemical-industrial complex (comprising a coke-oven plant, a coal-fired power plant, and a chlor-alkali plant) as well as agricultural areas in eastern China. Total PBDD/F concentrations in environmental samples were in the range of 113-818 pg/g dry wt (dw) for leaves, 392-18,500 pg/g dw for electronic shredder residues, 716-80,0000 pg/g dw for soil samples, and 89,600-14,3000 pg/g dw for workshop-floor dust from the e-waste recycling facility and in a range from nondetect (ND) to 427 pg/g dw in soil from the chemical-industrial complex. The highest mean concentrations of total PBDD/Fs were found in soil samples and workshop-floor dust from the e-waste recycling facility. The dioxin-like toxic equivalent (measured as TEQ) concentrations of PBDD/Fs were greater than the TEQs of polychlorinated dibenzo-p-dioxins and dibenzofurans (PCDD/Fs) reported in our previous study for the same set of samples. The concentrations of PBDFs were several orders of magnitude higher than the concentrations of PBDDs in samples from the e-waste facility or from soil from the chemical-industrial complex. A significant correlation was found between the concentrations of {Sigma}PBDD/Fs and {Sigma}PBDEs (r = 0.769, p < 0.01) and between SPBDD/Fs and the previously reported SPCDD/F concentrations (r = 0.805, p < 0.01). The estimated daily human intakes of TEQs contributed by PBDD/Fs via soil/dust ingestion and dermal exposures in e-waste recycling facilities were higher than the intakes of TEQs contributed by PCDD/Fs, calculated in our previous study. 45 refs., 2 figs., 2 tabs.

  17. Plancher solaire direct mixte \\`a double r\\'eseau en habitat bioclimatique - Conception et bilan thermique r\\'eel. Double direct solar floor heating in boclimatic habitation - Design and real energetical balance

    E-Print Network [OSTI]

    De Larochelambert, Thierry

    2009-01-01T23:59:59.000Z

    This study presents a new direct solar floor heating technique with double heating network wich allows simultaneous use of solar and supply energy. Its main purpose is to store and to diffuse the whole available solar energy while regulating supply energy by physical means without using computer controlled technology. This solar system has been tested in real user conditions inside a bioclimatic house to study the interaction of non-inertial and passive walls on the solar productivity. Daily, monthly and annual energy balances were drawn up over three years and completed by real-time measurements of several physical on-site parameters. As a result the expected properties of this technique were improved. The use of per-hour solar productivity, saved primary energy and corrected solar covering ratio is recommended to analyze the performances of this plant and to allow more refined comparisons with other solar systems

  18. Slab edge insulating form system and methods

    DOE Patents [OSTI]

    Lee, Brain E. (Corral de Tierra, CA); Barsun, Stephan K. (Davis, CA); Bourne, Richard C. (Davis, CA); Hoeschele, Marc A. (Davis, CA); Springer, David A. (Winters, CA)

    2009-10-06T23:59:59.000Z

    A method of forming an insulated concrete foundation is provided comprising constructing a foundation frame, the frame comprising an insulating form having an opening, inserting a pocket former into the opening; placing concrete inside the foundation frame; and removing the pocket former after the placed concrete has set, wherein the concrete forms a pocket in the placed concrete that is accessible through the opening. The method may further comprise sealing the opening by placing a sealing plug or sealing material in the opening. A system for forming an insulated concrete foundation is provided comprising a plurality of interconnected insulating forms, the insulating forms having a rigid outer member protecting and encasing an insulating material, and at least one gripping lip extending outwardly from the outer member to provide a pest barrier. At least one insulating form has an opening into which a removable pocket former is inserted. The system may also provide a tension anchor positioned in the pocket former and a tendon connected to the tension anchor.

  19. Trace Element and Isotopic Fluxes/ Subducted Slab

    E-Print Network [OSTI]

    Bebout, Gray E.

    3.20.7.2.1 Devolatilization 34 3.20.7.2.2 Boron and lithium isotopes 35 3.20.7.3 Carbon and Nitrogen forearcs. In addi- tion, subduction erosion from the forearc hanging walls can impact geochemical evolut

  20. Johannesburg First Floor, 17 Baker Street,

    E-Print Network [OSTI]

    Jarrett, Thomas H.

    hardware costs (CAPEX) to allow the farming communities to pay for the day-to-day operational costs (OPEX

  1. Improving shop floor visualization and metrics

    E-Print Network [OSTI]

    Lawler, Maureen E. (Maureen Elizabeth)

    2010-01-01T23:59:59.000Z

    Within the Technical Operations division of Novartis Pharmaceuticals, there is an aggressive vision to be the "Toyota" of the Pharma Industry by 2010. To accomplish this, PharmOps Switzerland has embraced operational ...

  2. OBSTETRICS & Second Floor, Clinical Sciences North

    E-Print Network [OSTI]

    Alford, Simon

    on your Left hand side. Enter into the Visitor parking lot. FROM 290 Exit at Ashland Ave, turn south on Ashland Ave. and proceed to Taylor Street (approximately ½ mile). Turn right onto Taylor Street heading

  3. STAR COMPUTING LABORATORY Ellison Hall, Floor 2

    E-Print Network [OSTI]

    California at Santa Barbara, University of

    Cardboard Newspaper/Books/Magazines Bags Electronic Waste Fire Alarm Pull Fire Alarm Pull Fire Alarm Pull Stariwell South Wing West Stairwell Copy Toner/Inkhjet Cartridges Electronic Waste Bags Newspaper/Magazines//Books/Catalogs Office Pack Glass/Plastic/Aluminum Electronic Waste #12;

  4. Floor-supply displacement ventilation system

    E-Print Network [OSTI]

    Kobayashi, Nobukazu, 1967-

    2001-01-01T23:59:59.000Z

    Research on indoor environments has received more attention recently because reports of symptoms and other health complaints related to indoor environments have been increasing. Heating, ventilating, and air-conditioning ...

  5. FLOOR PLAN -LEVEL 2 Dr I Makarenko

    E-Print Network [OSTI]

    Gay, Simon

    .06 7236 Prof D J Wilkinson Room 3.25 7320 Prof G Robertson Room 3.07 7232 Prof R J Boys Room 3.24 7297

  6. December 2008Earthquakes Enhancing Floor Warden Skills

    E-Print Network [OSTI]

    Derisi, Joseph

    ;Liquefaction Liquefaction describes the behavior of loose soils, i.e. loose sands, which go from a solid state caused by falling objects, such as televisions, pictures and mirrors, and heavy light fixtures. #12;In from falling acoustical tiles & light fixtures. Get under a desk to protect your head or crouch next

  7. PITTSBURGH AIRPORT MARRIOTT HOTEL FLOOR PLAN

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level:Energy: Grid Integration Redefining What's Possible for RenewableSpeedingBiomass and4/26/11:Tel.: #001-408-927-2461; fax:FebruaryPITTSBURGH

  8. CXD 4600, 9103 Second Floor Refurbishment

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office511041clothAdvanced Materials Advanced. C o w l i t z C o . C l a r8.0 -CURRICULUM VITAEAllen Radio

  9. Data:F4b645a6-6f4f-4b62-b093-52279db1b59f | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Dover, Delaware (Utility Company) Effective date: End date if known: Rate name:...

  10. Data:7bc41f5d-3b7c-4f83-930b-246412ad4b4b | Open Energy Information

    Open Energy Info (EERE)

    Effective date: 20130101 End date if known: Rate name: Co generation & Small Power Production Power Purchase Rate Schedule Less than 100 kW - East Kentucky Power Cooperative -...

  11. Data:4277b1bc-e034-4b7b-9473-4b131034b1d5 | Open Energy Information

    Open Energy Info (EERE)

    Sector: Commercial Description: *Riders:Power charge rider, Ohio Excise tax rider, Transition cost Rider. Primary metering adjustment: energy demands charges multiplied by...

  12. Data:573337bb-ff80-4b3e-a79c-cecd0c3bb4b9 | Open Energy Information

    Open Energy Info (EERE)

    20120305 End date if known: Rate name: 881 (Residential Water and Home Heating with Heat Pump) Sector: Residential Description: Apply to customers using electricity for both...

  13. Data:F79137f6-0801-4b3c-8de5-4b3790b74e86 | Open Energy Information

    Open Energy Info (EERE)

    Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Tri-County Electric Coop, Inc (Kansas) Effective date: 20131101 End date if known: Rate...

  14. Data:29bd8186-4b4c-4b51-81ff-12f81406d406 | Open Energy Information

    Open Energy Info (EERE)

    consists of installations requiring more than one wood pole and special poles, transformers, line extensions, non-standard fixtures and lamps, or underground service. The CIAC...

  15. Data:B3f17be8-95d7-4b4b-999f-c032081647c3 | Open Energy Information

    Open Energy Info (EERE)

    average power factor for the period. Energy Charge Options - An account will be billed Energy Charges according to its choice of Option Y - Year-round pricing (the default...

  16. Floor Buffer Guidelines Floor buffers can expose employees to noise, hazardous materials, and hazards related to

    E-Print Network [OSTI]

    de Lijser, Peter

    produced by the propane buffer is considered high. Hearing protection such as ear plugs and ear muffs and use of hearing protection. Propane Re-filling Only trained and qualified personnel may refill propane containers. Propane Storage Storage of propane should occur in identified well ventilated storage containers

  17. From Shop Floor to Top Floor: Best Business Practices in Energy Efficiency

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov You are being directedAnnual SiteofEvaluating A PotentialJumpGermanFife EnergyFreight Best PracticeFrey| Open Energy

  18. From Shop Floor to Top Floor: Best Business Practices in Energy Efficiency

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page onYouTube YouTube Note: Since the.pdf Flash2006-52.pdf0.pdfDepartment of Energy's2of Energy Energy DepartmentWork ||

  19. INTER-NOISE 2006 3-6 DECEMBER 2006

    E-Print Network [OSTI]

    Fox, Colin

    -tenancy floor with impact sound insulation perfor- mance at least as good as a concrete slab. Typical light, since LTF buildings are quicker and cheaper to construct than an equivalent in concrete. However metal rails by vibration- isolating clips, and porous sound-absorbing material in the cavities formed

  20. Miller et al. p.1 4B.1 PRELIMINARY INVESTIGATION INTO LIGHTNING HAZARD

    E-Print Network [OSTI]

    Caul, Jr. 5 , Andrew R. Dean 3 , Christopher J. Melick 3 , and Steven J. Weiss 3 1 NOAA/OEd/Ernest F, University of Missouri, Columbia, MO 3 NOAA/NWS/NCEP/Storm Prediction Center, Norman, Oklahoma 4 NOAA/OAR/National Severe Storms Laboratory, Norman, Oklahoma 5 Universities Space Research Association, Huntsville, Alabama

  1. 12314235647 9AB9C48DE2F4CFEDF4B74

    E-Print Network [OSTI]

    Paris-Sud XI, Université de

    photobioreactors in nitrogen limited conditions 36 2.1.1 Recall and presentation of Droop model . . . . . . . . . . 38 2.1.2 Improvement of Droop model to deal with light limitation 40 2.1.3 Dealing with light . . . . . . . . . . . . . . . . . . . . . . . . 66 3.1.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . 66 3.1.2 A new Droop

  2. BIOENERGY/BIOFUELS/BIOCHEMICALS Chromatographic determination of 1, 4-b-xylooligosaccharides

    E-Print Network [OSTI]

    California at Riverside, University of

    For the majority of lignocellulosic feedstocks for produc- tion of bioethanol and other biofuels, heteroxylans

  3. ADMINISTRATIVE CHANGE TO DOE O 470.4B, Safeguards and Security...

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    "E" (Excluded Parent) Importance Ratings. An "E" importance rating must be assigned to a corporate tier parent of a contractor organization when the parent has been barred from...

  4. 4B.1 IMPACTS OF HUMIDITY-CORRECTED SONDE DATA ON TOGA COARE ANALYSES

    E-Print Network [OSTI]

    Wang, Junhong

    occurred over the entire depth of sounding profile, but were largest at low levels. Based on extensive humidity sensor. This error affects the entire sounding profile, increases with the age of the sonde at several key sites generally reported hu- midities too dry. In contrast, the sounding systems around 10 N

  5. Part B: Project Summary ITR: A Scalable Enabling IT Infrastructure for Developing Regions (ICT4B)

    E-Print Network [OSTI]

    Mankoff, Jennifer

    , low-power devices, 2) a new approach to low-cost networking based on intermittent connectivity (rather for social science research. The expected 10-100 times reduction in device cost stems from the co times reduction in infrastructure cost comes largely from 1) the focus on intermittent networking, which

  6. acm 4b3 antiglucuronoxilomanano: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    G. - Department of Physical and Environmental Sciences, University of Toronto 8 ACM Turing Award 1993: Juris Hartmanis Biology and Medicine Websites Summary: 42 ACM Turing Award...

  7. a4b2 nicotinic acetylcholine: Topics by E-print Network

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    The acetylcholine binding protein (AChBP) (more) Hibbs, Ryan E. 2006-01-01 6 Ethanol and central nicotinic acetylcholine receptors : a behavioral and neurochemical study...

  8. System software for the NMFECC CRAY-1 version of GIFTS 4B. [In CFT-FORTRAN

    SciTech Connect (OSTI)

    Gray, W.H.; Baudry, T.V.

    1981-01-01T23:59:59.000Z

    The Oak Ridge National Laboratory (ORNL) maintains a version of the GIFTS system structural analysis computer programs. Executable modules are supported on two different types of computer hardware, a DECsystem-10 and a CRAY-1. Without external difference to the user, these modules execute equivalently upon both types of hardware. Presented herein are the local software enhancements for the ORNL version of GIFTS for the National Magnetic Fusion Energy Computer Center (NMFECC) CRAY-1 computer as well as a description of the ORNL implementation of the system-dependent portions of the GIFTS software library for the NMFECC CRAY-1.

  9. Analysis of the Simplified Boiling Water Reactor using the code Ramona-4B

    E-Print Network [OSTI]

    Cuevas Vivas, Gabriel Francisco

    1995-01-01T23:59:59.000Z

    -contour inside the vessel and in a hundred eighty four parallel channels (including bypass) in the core. The tridimensional representation of the reactor core is accomplished through a proposed fuel load which was obtained from a selection of out of three fuel...

  10. MCNP4B MODELING OF PEBBLE-BED REACTORS Julian Robert Lebenhaft

    E-Print Network [OSTI]

    , a supercell MOCUP model was used to demonstrate that -20,000 pebbles would be needed if loaded with depleted uranium. But the associated reactivity loss would necessitate a compensatory increase in core height

  11. Materials Data on Zn4B6SeO12 (SG:217) by Materials Project

    SciTech Connect (OSTI)

    Kristin Persson

    2014-11-02T23:59:59.000Z

    Computed materials data using density functional theory calculations. These calculations determine the electronic structure of bulk materials by solving approximations to the Schrodinger equation. For more information, see https://materialsproject.org/docs/calculations

  12. CP&L-4-B Wholesale Power Rate Schedule | Department of Energy

    Broader source: Energy.gov (indexed) [DOE]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742Energy China U.S. Department ofJune 2,The BigSidingState6Report,COMMENTS ONPRGM

  13. Table 4b. Relative Standard Errors for Total Fuel Oil Consumption per

    Annual Energy Outlook 2013 [U.S. Energy Information Administration (EIA)]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742 33 111 1,613 122Commercial ConsumersThousandCubic Feet) DecadeV493,552.13,846.302.8Effective

  14. EIA Energy Efficiency-Table 4b. Value of Production by Selected Industries,

    Annual Energy Outlook 2013 [U.S. Energy Information Administration (EIA)]

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742 33 111 1,613 122 40CoalLease(Billion2,128 2,469DecadeOrigin State GlossaryEnergy )and 2002

  15. Microsoft PowerPoint - 4b_FG2 scoping_FG Alliance_DC

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOEThe Bonneville PowerCherries 82981-1cnHighand Retrievals fromprocess usedGELustre File Systemi7/2011tep

  16. Microsoft Word - A-4_B-5BroadcastEmail110911.doc

    Office of Legacy Management (LM)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOn AprilA groupTuba City, Arizona, DisposalFourthNrr-osams ADMIN5510Old

  17. Heat insulating system for a fast reactor shield slab

    DOE Patents [OSTI]

    Kotora, J. Jr.; Groh, E.F.; Kann, W.J.; Burelbach, J.P.

    1984-04-10T23:59:59.000Z

    Improved thermal insulation for a nuclear reactor deck comprises many helical coil springs disposed in generally parallel, side-by-side laterally overlapping or interfitted relationship to one another so as to define a three-dimensional composite having both metal and voids between the metal, and enclosure means for holding the composite to the underside of the deck.

  18. Crystal phases of soft spheres systems in a slab geometry

    E-Print Network [OSTI]

    Moritz Antlanger; Günther Doppelbauer; Martial Mazars; Gerhard Kahl

    2014-01-20T23:59:59.000Z

    We have identified the ground state configurations of soft particles (interacting via inverse power potentials) confined between two hard, impenetrable walls. To this end we have used a highly reliable optimization scheme at {\\it vanishing} temperature while varying the wall separation over a representative range. Apart from the expected layered triangular and square structures (which are compatible with the three dimensional bulk fcc lattice), we have identified a cascade of highly complex intermediate structures. Taking benefit of the general scaling properties of inverse power potentials, we could identify -- for a given softness value -- one single master curve which relates the energy to the wall separation, irrespective of the density of the system. Via extensive Monte Carlo simulations, we have performed closer investigations of these intermediate structures at {\\it finite} temperature: we could provide evidence to which extent these particle arrangements remain stable over a relatively large temperature range.

  19. Deflection of Concrete Slabs Reinforced with Advanced Composite Materials

    E-Print Network [OSTI]

    investigated as an alternative to overcome the corrosion problem in bridge decks, parking garages, water and wastewater treatment facilities, marine structures and chemical plants. In addition to their excellent non rod produced by Mitsubishi Kasei, Japan. The CFRP rods are fabricated using continuous coal tar pitch

  20. Analysis of guided resonances in photonic crystal slabs Shanhui Fan

    E-Print Network [OSTI]

    Fan, Shanhui

    the dispersion dia- grams and the eigenfield distributions of these resonances with a plane-wave band

  1. Hybrid heat capacity-moving slab solid-state laser

    DOE Patents [OSTI]

    Stappaerts, Eddy A.

    2005-03-01T23:59:59.000Z

    Laser material is pumped and its stored energy is extracted in a heat capacity laser mode at a high duty factor. When the laser material reaches a maximum temperature, it is removed from the lasing region and a subsequent volume of laser material is positioned into the lasing region to repeat the lasing process. The heated laser material is cooled passively or actively outside the lasing region.

  2. Propagation of Nonclassical Radiation through a Semiconductor Slab

    E-Print Network [OSTI]

    D. Yu. Vasylyev; W. Vogel; T. Schmielau; K. Henneberger; D. -G. Welsch

    2008-02-20T23:59:59.000Z

    Based on a microscopic derivation of the emission spectra of a bulk semiconductor we arrive at a clear physical interpretation of the noise current operators in macroscopic quantum electrodynamics. This opens the possibility to study medium effects on nonclassical radiation propagating through an absorbing or amplifying semiconductor. As an example, the propagation of an incident squeezed vacuum is analyzed.

  3. Field Study and Numerical Simulation of Sub Slab Ventilation Systems

    E-Print Network [OSTI]

    Bonnefous, Y.C.

    2008-01-01T23:59:59.000Z

    1: project report. Bonneville Power Administration Report;Laboratory by Bonneville Power Administration (BPA) through

  4. PRECAST CONCRETE PAVEMENT SLAB SYSTEMS (Tollway) Effective: March 30. 2009

    E-Print Network [OSTI]

    dimensions. · Maximum dimensional tolerances are ± ¼" depth and ± ½" length and/or width. It is intended that the dimensions of all members shall be well within these tolerances and that the maximum values shall at the proper distance from horizontal surfaces. Wire chairs may also be used as spacers to hold reinforcement

  5. An analysis of periodic heat flow through a plane slab

    E-Print Network [OSTI]

    Gibson, Daniel Morgan

    1958-01-01T23:59:59.000Z

    of the slice are shown in Figure 2. The corresponding ener~ balance is: kA(t l ? t )6Q kA(t l - t )aR or t I + t (M ? 2) + where 0 h A(t - t )gg kA(tl t g'9 i~N 'i&GY DlA('HAlill 10d HA1F-is&IC'. " Figu o 3 The ener, ~ dia?ram for thc half... + nc~. g 2 + 't2 (LYJ 2)+t g2g, 6 ~ cl. , ')61, 1 ~9 L. , to + tz(V, ? 2) ? , - t 1. + ~61. 1 2. - . ". ' + . '2O. O = ~6. g 61. 1 + 20. 0 2. - 2 + 262. 2Nbtb + ti(M - 2Nb ' ) + 2t4 i 2 . 2 0 +262. " 2. -2 . 2 -2 +2 20. 0 ~26. 0 Net heat...

  6. Academic Affairs 401 Golden Shore, 6th Floor

    E-Print Network [OSTI]

    Sorin, Eric J.

    to James Till, Ph.D., 562-951-4056; jtill@calstate.edu. Attachment cc: Timothy P. White, Chancellor Vice SUBJECT: Research, Scholarly and Creative Activity Award Program Chancellor White has approved $2.4M. Allocations will be based on reported fall 2013 full-time equivalent faculty (see attachment). The funds may

  7. Error Floors of LDPC Codes and Related Topics

    E-Print Network [OSTI]

    Butler, Brian K.

    Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.2 LDPC Codes . . . . . . . .2.1 Binary Linear Block Codes . . . . . . .

  8. Savings Project: Insulate and Air Seal Floors Over Unconditioned...

    Energy Savers [EERE]

    barriers between an unconditioned garage and the conditioned spaces above can save energy and money, improve comfort, and safeguard indoor air quality. Your garage may be a...

  9. Forest Floor Decomposition Following Hurricane Litter Inputs in

    E-Print Network [OSTI]

    Ostertag, Rebecca

    into nutrient cycles and may be one reason for the extraordinary resilience of these forests to wind to branches and stems, and elevated mortality above background levels (Foster and Boose 1992; Lugo and Waide

  10. Working Towards 100% Electronic Transactions on the Shop Floor

    E-Print Network [OSTI]

    Terwilliger, M.

    amounts of money on various automation projects in portfolio management technique. a piecemeal fashion. Many companies have made an 3. Building a strategy that art form out of developing short-sighted ROI's. the company would like to be in five ,nd ten... of strategic alternatives are now a necessity. END OF THE ERA OF PORTFOLIO ANALYSIS Shortly after Jack? Welch became Chairman of Gener al Electric, he made a number of interesting statements about corporate strategy. The single point that impressed us...

  11. 1752 Columbia Rd. NW, Fourth Floor Washington, DC 20009

    E-Print Network [OSTI]

    Kammen, Daniel M.

    -profit organization dedicated to promoting clean energy to address air pollution. BENEFITS TO CONSUMERS San Diego during construction costs approximately $6,250 per kW panel. This number is significantly lower than Solar industry sources state that homebuilders keep about $1,600 to cover profit and overhead on each 2

  12. Human Resources Office Dalia Bldg. 2nd Floor,

    E-Print Network [OSTI]

    such as entomology, pathology, virology, biotechnology, end use quality, agronomy and socio-economics. Providing knowledge of durum wheat and its traits. Good understanding of the agro-environmental constrains

  13. Human Resources Office Dalia Bldg. 2nd Floor,

    E-Print Network [OSTI]

    of soil conservation and water harvesting interventions. Design and evaluate soil and water conservation.icarda.org Post-doctoral Fellow Soil and Water Conservation Position specification Post-doctoral Fellow Reports to: Director, Integrated Water and Land Management Program (IWLMP) Location: Amman, Jordan. Closing date: 12

  14. Indentation and Recovery Tests of Common Resilient Floor Coverings.

    E-Print Network [OSTI]

    Stewart, B. R.; Kunze, O. R.; Hobgood, Price

    1960-01-01T23:59:59.000Z

    to the samples for 30 minutes, with indentation readings being made 15 seconds and 1, 2, 3, 5, 10, 15, 20 and 30 minutes after the load was applied. Recovery readings were made 15 seconds and 1, 2, 5, 10, 20 and 30 minutes after the test load was removed.... Residual indentation as referred to in this work is that indentation remain- ing at the end of the 30-minute recovery period. A final recovery reading was taken 72 hours after re- moval of the test load. Before the beginning of each test, the sample...

  15. Working Towards 100% Electronic Transactions on the Shop Floor 

    E-Print Network [OSTI]

    Terwilliger, M.

    1985-01-01T23:59:59.000Z

    Drastic changes are taking place in the manufacturing environment—both in continuous process manufacturing and discrete parts manufacturing. Data communications and computer technologies are forging new disciplines and ...

  16. Indentation and recovery characteristics of common resilient floor coverings

    E-Print Network [OSTI]

    Stewart, Billy Ray

    1959-01-01T23:59:59.000Z

    , cleanliness, resistance to wear Concluding a con- sideration Of resilience) ~ varntb, quietnosh sad resistance to daxpnessy oils ~ acids ~ elh'elis and heat. gigler and, goorner (g) express tho desirable physical properties ?? resistance to abrasion... PIN CONNECTION 1. 0. SPACER PIPE HOLLOW BRASS WEIGHT SHAFT LEAD WEIGHTS STEEL WEIGHT SHAFT BASE WEIGHT SHAFT CENTERING COLLAR MICROMETER MOUNTING BRACKET YX" x 12" x 12 STEEL PLATE BRASS BUSHING DIAL MICROMETER T/g THINWALL STEEL PLUNGER...

  17. First Floor Interim Plan: Summer,2007 Draft: 15 January 2007

    E-Print Network [OSTI]

    Walker, Henry MacKay

    1202 Bio Off Sullivan 1203 Bio Off Praitis 1204 Bio Off Brown 1205 Bio Off DeRidder 1206 Bio Off Gregg Phy Shop Instrum 1030 Phy Off Cadmus 1031 Phy Off Cunningham 1032 Phy Off Duke 1033 Phy Off Willig

  18. First Floor Interim Plan: Fall,2007 Draft: 13 August 2007

    E-Print Network [OSTI]

    Walker, Henry MacKay

    Res Gregg-Jolly 1109 Bio Off Bosse 1110 Bio Cell Culture 1210 Bio Off Miller 1024 Phy Lecture Prep1023 Phy Lecture 1234 Phy Shop Instrum 1030 Phy Off Cadmus 1031 Phy Off Cunningham 1032 Phy Off Duke 1033

  19. First Floor Interim Plan: January,2008 Draft: 28 February 2008

    E-Print Network [OSTI]

    Walker, Henry MacKay

    10061006A 1006B Bio Faculty Research Lindgren 1103 Bio Fac Res Hinsa 1103A1105A 1105 Bio Fac Res Gregg Phy Shop Instrum 1030 Phy Off Cadmus 1031 Phy Off Cunningham 1032 Phy Off Duke 1033 Phy Off Willig

  20. Quantitative evaluation of bioturbation on the deep sea floor

    E-Print Network [OSTI]

    Guinasso, Norman Louis

    1975-01-01T23:59:59.000Z

    and Bowen (1973) reported measurements of plutonium in six cores taken in 1969 through 1971 in the Atlantic Ocean and Mediterran- ean Sea. Measurable amounts of plutonium were found at depths of the order of 10 cm below the surface in five of these cores... between 1 and 10 cd kyr r by invoking the assumption that mixing is proportional to biomass. Plutonium distributions in deep sea sedi- ments (Noshkin and Bowcn, 1973) indicate abyssal mixing rates ranging from 100-400 cmP kyr r . AC KN OWLE DGEMEN TS...

  1. Structural analysis of automating measurements of floor gradients

    E-Print Network [OSTI]

    Caplan, Noah S

    2011-01-01T23:59:59.000Z

    It is useful for one owning or buying a house to be able to assess its structure and identify the existence and severity of any damage. No previously existing method appears to make this assessment easily available. This ...

  2. Production system improvement : floor area reduction and visual management

    E-Print Network [OSTI]

    Chen, Zhuling, M. Eng. Massachusetts Institute of Technology

    2012-01-01T23:59:59.000Z

    This thesis suggests on the development process of a new layout design and visual management tools to improve the efficiency of a production line in a medical device company. Lean production philosophy and common lean ...

  3. Moisture Control in Insulated Raised Floor Systems in Southern Louisiana

    E-Print Network [OSTI]

    polyisocyanurate foam, open-cell sprayed polyurethane foams of vary- ing vapor permeance, closed-cell sprayed polyurethane foam, and kraft-faced fiberglass batt insulation. Expected Outcomes This research will result Association Southern Forest Products Association Contact Information Samuel V. Glass USDA Forest Service

  4. Savings Project: Insulate and Air Seal Floors Over Unconditioned Garages |

    Broader source: All U.S. Department of Energy (DOE) Office Webpages (Extended Search)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645U.S. DOE Office of ScienceandMesa del Sol HomeFacebook Twitter Principal InvestigatorsSave Energy onof Energy

  5. Savings Project: Insulate and Air Seal Floors Over Unconditioned Garages |

    Office of Energy Efficiency and Renewable Energy (EERE) Indexed Site

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page on Google Bookmark EERE: Alternative Fuels Data Center Home Page onYouTube YouTube Note: Since the.pdfBreakingMay 2015 <Department ofDepartment| Department ofSavingDepartmentDepartment

  6. Property:Building/FloorAreaChurchesChapels | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute forToolkit JumpBuilding/Category" Showing

  7. Property:Building/FloorAreaGroceryShops | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute forToolkit JumpBuilding/Category"

  8. Property:Building/FloorAreaMiscellaneous | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:Precourt Institute

  9. Property:Building/TotalFloorArea | Open Energy Information

    Open Energy Info (EERE)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative Fuels Data Center Home Page onYou are now leaving Energy.gov You are now leaving Energy.gov YouKizildere I Geothermal PwerPerkins County, Nebraska:PrecourtOid Jump to: navigation, search This is a property of

  10. TU/e Library floor plan Floor +1: Library entrance/exit, information desk, self-service book lending, reading

    E-Print Network [OSTI]

    Franssen, Michael

    (copying, printing, scanning) IEC-MFC-007 and IEC-MFC-011 toilets toilet for the disabled elevator, staff) IEC-MFC-009 and IEC-MFC-010 toilets toilet for the disabled elevator, staff only individual study

  11. FIRST FLOOR VISUALIZING SCIENCE The first floor invites visitors to explore earth and space sciences through digital media, public

    E-Print Network [OSTI]

    Rhoads, James

    sciences through digital media, public lectures, visible laboratories, and interactive displays. A focal and space science themes, 3-D planetarium-style shows (although on a flat screen), and media Surround-Sound). The theater will be a research facility to explore the effective use of high-end media

  12. Physical Building Information Modeling for Solar Building Design and Simulation- Annual Report 2012

    E-Print Network [OSTI]

    Yan, W.; Haberl, J.; Clayton, M.; Jeong, W.; Kim, J.; Kota, S.; Alcocer, J.; Dixit, M.

    2012-01-01T23:59:59.000Z

    . 6 Figure 6. Radiance rendering of the wall. c) BIM to BiPV We developed a Building Integrated Photovoltaic (BiPV) prototype in a BIM platform (Autodesk Revit) to calculate solar position and determine the amount of solar insolation from given... as the weather file. ? The room is lifted up from the earth, so the floor slab is not attached to the ground. ? This one room model consists of a roof, a floor, and four walls. ? No windows and doors are installed. ? All building components are made up of a...

  13. Nuclear reactor control room construction

    DOE Patents [OSTI]

    Lamuro, R.C.; Orr, R.

    1993-11-16T23:59:59.000Z

    A control room for a nuclear plant is disclosed. In the control room, objects labelled 12, 20, 22, 26, 30 in the drawing are no less than four inches from walls labelled 10.2. A ceiling contains cooling fins that extend downwards toward the floor from metal plates. A concrete slab is poured over the plates. Studs are welded to the plates and are encased in the concrete. 6 figures.

  14. Nuclear reactor control room construction

    DOE Patents [OSTI]

    Lamuro, Robert C. (Pittsburgh, PA); Orr, Richard (Pittsburgh, PA)

    1993-01-01T23:59:59.000Z

    A control room 10 for a nuclear plant is disclosed. In the control room, objects 12, 20, 22, 26, 30 are no less than four inches from walls 10.2. A ceiling 32 contains cooling fins 35 that extend downwards toward the floor from metal plates 34. A concrete slab 33 is poured over the plates. Studs 36 are welded to the plates and are encased in the concrete.

  15. Cold Climate Foundation Retrofit Energy Savings: The Simulated Energy and Experimental Hygrothermal Performance of Cold Climate Foundation Wall Insulation Retrofit Measures -- Phase I, Energy Simulation

    SciTech Connect (OSTI)

    Goldberg, L. F.; Steigauf, B.

    2013-04-01T23:59:59.000Z

    A split simulation whole building energy/3-dimensional earth contact model (termed the BUFETS/EnergyPlus Model or BEM) capable of modeling the full range of foundation systems found in the target retrofit housing stock has been extensively tested. These foundation systems that include abovegrade foundation walls, diabatic floors or slabs as well as lookout or walkout walls, currently cannot be modeled within BEopt.

  16. Mechanical and Electrical Systems for the Tallest Building/Man-Made Structure in the World: A Burj Dubai Case Study

    E-Print Network [OSTI]

    Frechette, R.; Leung, L.; Boyer, J.

    2006-01-01T23:59:59.000Z

    as a Faraday Cage by using the building structural rebar as down conductors. Copper Conductor tape locate on parapet and conductor loop in slab at each set back and mechanical floor connected to the rebar. The entire system is connected... to the ground conductor inside the building foundation piles. Copper is initially selected as the ground conductor. Subsequent field study indicated the corrosive nature of the soil will erode copper in the ground. Stainless Steel was instead selected...

  17. A. 4 B. -7/8 0.1/4 D. *8/7 E. _1/2

    E-Print Network [OSTI]

    The level of air pollution in a certain city is proportional to the square of the ... Use di?erentials to estimate the percentage by which the air-pollution level will ...

  18. Data:19d06049-dd1b-4b49-8bed-232300791a06 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Blue Grass Energy Coop Corp Effective date: 20130101 End date if known: Rate name: Co...

  19. Data:329aaa14-a4b0-4c30-8523-736731686a34 | Open Energy Information

    Open Energy Info (EERE)

    Rider: 2.0% of the total electric bill. Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelectric&id440 Source Parent: Comments Applicability Demand...

  20. Data:207ad16f-deec-4544-bfa7-c4b965693926 | Open Energy Information

    Open Energy Info (EERE)

    mitariffsED4D38.pdf Source Parent: http:www.wisconsinpublicservice.comcompanymitariffs.aspx Comments Applicability Demand (kW) Minimum (kW): 100 Maximum (kW): 10000...

  1. Data:29666121-711c-4b74-8ed0-babd722e51eb | Open Energy Information

    Open Energy Info (EERE)

    Rider: 1.00 per customer per month Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelectric&id440 Source Parent: Comments Applicability Demand...

  2. Structure of a Ca 2+ /CaM:Kv7.4 (KCNQ4) B-Helix

    E-Print Network [OSTI]

    Lim, Wendell

    Qiang Xu1 , Aram Chang1 , Alexandra Tolia1 and Daniel L. Minor Jr.1,2,3,4 1 - Cardiovascular Research 94720, USA Correspondence to Daniel L. Minor: daniel.minor@ucsf.edu http://dx.doi.org/10.1016/j.jmb.2012 elusive. Here, we show that both apo-CaM and Ca2+ /CaM bind to the C-terminal tail of the neuronal channel

  3. Data:Ec51215a-3477-4b68-9792-66cf74785be5 | Open Energy Information

    Open Energy Info (EERE)

    availability of Renewable Energy and City Utilities does not commit to acquire additional Renewable Energy resources should Renewable Energy subscriptions exceed available supply....

  4. Data:4c4b961b-1adc-471c-be35-08612667986b | Open Energy Information

    Open Energy Info (EERE)

    Rental @ 10.45month Rental-yearly @ 125.40year Member-owned @ 8.45month Power Cost Adjustment (PCA): 0.008kWh Source or reference: ISU Document (Rates Binder A)...

  5. Data:6a97852e-2512-4b61-8526-b1079d3221fd | Open Energy Information

    Open Energy Info (EERE)

    0.024 per KWH. Next 140 KWH per KVA @ 0.021 per KWH. Over 470 KWH per KVA @ 0.018 per KWH. Power Cost Adjustment: 0.0001 When Consumer's building or structure is sufficiently...

  6. Data:38bce442-ae42-4b83-bc6e-35d846572213 | Open Energy Information

    Open Energy Info (EERE)

    lighting. The Utility will furnish, install, and maintain street lighting units. Power Cost Adjustment Clause: Charge per all kWh varies monthly Commitment to Community Program...

  7. Data:Dd970074-b298-4754-91a4-b28077373b20 | Open Energy Information

    Open Energy Info (EERE)

    customer shall be billed monthly on a net energy basis and shall pay the fixed charge and energy charge specified in the rate schedule under which he is served. If, in any month,...

  8. Data:Bbdbdb34-d791-4b20-8045-6d2973b40378 | Open Energy Information

    Open Energy Info (EERE)

    Effective date: 20130701 End date if known: Rate name: Rate 27 - Small Time-Of-Day General Electric Service (Bundled Service Facilities Ownership) Sector: Commercial...

  9. Data:Eaed4740-2867-47b4-b08e-ed234141881d | Open Energy Information

    Open Energy Info (EERE)

    Energy << Previous 1 2 3 Next >> Basic Information Utility name: Big Horn Rural Electric Co Effective date: 20140101 End date if known: Rate name: Large General Service Sector:...

  10. Data:58641829-e762-4b25-a218-1bef1171f7de | Open Energy Information

    Open Energy Info (EERE)

    City Power & Light Co Effective date: 20130101 End date if known: Rate name: Small General Service Space Heating >25kW Primary Sector: Commercial Description: *AVAILABILITY:...

  11. Data:2f319697-fbbc-4606-87aa-79187db4b99c | Open Energy Information

    Open Energy Info (EERE)

    under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information...

  12. Data:22499888-b228-4b09-b6be-230745c08b07 | Open Energy Information

    Open Energy Info (EERE)

    electric generator unit which: * is owned by the customer-generator; * is a hydrogen fuel cell or is powered by sun, wind or biomass; * has an electrical generating system with a...

  13. Data:961a24cd-0ddb-4b12-afb7-80b14500aebd | Open Energy Information

    Open Energy Info (EERE)

    street lights are installed on Company-approved non-standard metal, fiberglass, or concrete poles for which the Company did not receive a contribution, the additional charge is:...

  14. Data:05283bd0-9788-4b46-ba49-3135a874d990 | Open Energy Information

    Open Energy Info (EERE)

    1 2 3 Next >> Basic Information Utility name: Southwestern Electric Coop Inc (New Mexico) Effective date: 20070701 End date if known: Rate name: Residential Electric Space...

  15. Data:87ee3623-1762-4b7d-92f3-bc157703b521 | Open Energy Information

    Open Energy Info (EERE)

    matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Southwestern...

  16. Data:3cefaa32-892e-411a-87ff-28624683de4b | Open Energy Information

    Open Energy Info (EERE)

    subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of...

  17. Data:9654344b-94cf-4b1d-8a72-4201463a0584 | Open Energy Information

    Open Energy Info (EERE)

    the availability of replacement parts Source or reference: http:www.cmpco.comYourHomepricingpricingSchedulesdefault.html Source Parent: Comments Applicability Demand (kW)...

  18. Data:4b59e79a-7ef2-4111-bdff-877f5625568f | Open Energy Information

    Open Energy Info (EERE)

    accountbillsratesRatesAndTariffs.aspx http:www.puc.texas.govconsumerelectricitypolr.aspx Source Parent: Comments Applicability Demand (kW) Minimum (kW):...

  19. Data:6575a792-eabd-4b02-9eef-85c59473de86 | Open Energy Information

    Open Energy Info (EERE)

    consists of installations requiring more than one wood pole and special poles, transformers, line extensions, non-standard fixtures and lamps, or underground service. The CIAC...

  20. Data:042eb420-7802-4b5a-9228-e829cba1421a | Open Energy Information

    Open Energy Info (EERE)

    400W HPS - Cobrahead ) Sector: Lighting Description: Additional fees for poles and transformers may apply Source or reference: ISU Documentation Source Parent: Comments Applicable...

  1. Data:40519767-a6ba-4ac4-b266-b8d527f70297 | Open Energy Information

    Open Energy Info (EERE)

    444 Street lights. Source or reference: http:www.pioneerelectric.coopdocumentstariff-schedules.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum...

  2. Data:20532235-d044-4b54-b9ef-2b73451791cb | Open Energy Information

    Open Energy Info (EERE)

    (Utility Company) Effective date: 20120926 End date if known: Rate name: Commercial General Electric Sector: Commercial Description: Source or reference: http:...

  3. Data:09f910bd-0291-4478-97ef-e995942ca4b2 | Open Energy Information

    Open Energy Info (EERE)

    power plant cost adjustment factor: 0.01000 for all kWh, all service classes. State of Michigan P.A. 295, of Public Acts 2008, commonly referred to as the Clean, Renewable and...

  4. Data:36062625-ef49-4b9e-983b-5a608940ca9d | Open Energy Information

    Open Energy Info (EERE)

    Nebraska Effective date: 20131001 End date if known: Rate name: Municipal water pumping service rate Sector: Commercial Description: Minimum Bill: The Customer Charge...

  5. Data:C23eb502-dc38-48a5-bf4b-126683925190 | Open Energy Information

    Open Energy Info (EERE)

    250.00 16' Fiberglass (Black) 300.00 16' Fiberglass (Acorn, Black) 800.00 30' Steel & Sub Base 1325.00 30' Fiberglass with 6' Arm 625.00 30' Fiberglass with 2 - 6' Arm...

  6. Data:051fbf68-1bb9-4b48-8303-20e192264235 | Open Energy Information

    Open Energy Info (EERE)

    250.00 16' Fiberglass (Black) 300.00 16' Fiberglass (Acorn, Black) 800.00 30' Steel & Sub Base 1325.00 30' Fiberglass with 6' Arm 625.00 30' Fiberglass with 2 - 6' Arm...

  7. A. 4 B. -7/8 0.1/4 D. *8/7 E. _1/2

    E-Print Network [OSTI]

    consists of a ?xed overhead of $8000 plus production costs of $30 per table. How many tables must the manufacturer sell to break even? A. 80 B. 267' C. 200 D.

  8. Data:0474a1ed-7103-4b41-be83-884373cac645 | Open Energy Information

    Open Energy Info (EERE)

    + prior 11 months kW >30kW & < 500 kW. Source or reference: Rate Binder Kelly 2 ISU Documentation Source Parent: Comments Minimum monthly bill: 50 + (8.00 * Billing kW in excess...

  9. Microsoft PowerPoint - 4b-Mound Reindustrilaization Workshop Parts 1-3-Hanford-Adrian_comp

    Office of Legacy Management (LM)

    AFDC Printable Version Share this resource Send a link to EERE: Alternative Fuels Data Center Home Page to someone by E-mail Share EERE: Alternative Fuels Data Center Home Page on Facebook Tweet about EERE: Alternative Fuels Data Center Home Page on Twitter Bookmark EERE: Alternative1 First Use of Energy for All Purposes (Fuel and Nonfuel), 2002; Level: National5Sales for4,645 3,625 1,006 492 742EnergyOn AprilA group currentBradleyTableSelling CorpNewCF INDUSTRIES,L?How DOE and the

  10. Calculations of modal characteristics of dielectric slab waveguides by a hybrid method

    E-Print Network [OSTI]

    Wong, Eddie Tze-Chung

    1985-01-01T23:59:59.000Z

    (3. 2) is further decomposed into three parts due to the thr&ie. layers of d ielectric: a2 ax a k, je(z, z) = 0 az (3. 3u) a a kz ] 4(x, z) ? 0 az2 az2 (3. 36) 11 a a + ? ~ k, ' 4(*, z) = 0 as az (3. 3c) where k2, k2, and ks are wave.... (3. 7) are evaluated by using the orthogonality property of the set of functions, such that d' s ? + ks ? k- ) g (z) ? o ' dzz (3. 9a) dz dzz dz I -d-, ?; + ls ? k, '0 (z) = p k, ? k?' ) g (z) =. fl ds &x)d) di -'z) ? oo (3. Ph) (3. qc...

  11. -vyuzit fyzikln-chemickch vlastnost sloucenin (povrchov aktivita, slab interakce, rozpustnost plyn)

    E-Print Network [OSTI]

    Cirkva, Vladimir

    látka známá látka #12;RF (OH)n RF RF O ++ X = F, H CX2 CX RF (OH)n (OH)n CH2 CC CH3 O O Síovadla pro.; Boutevin, B. J. Fluorine Chem. 1995, 75, 87-92. #12;RF (OH)n RF RF O ++ X = F, H CX2 CX RF (OH)n (OH)n CH2

  12. Evidence for slab rollback in westernmost Mediterranean from improved upper mantle imaging

    E-Print Network [OSTI]

    Toomey, Doug

    margins of Africa and Iberia as it gravitationally collapsed (Platt and Whitehouse, 1999; Platt et al to a delamination (Calvert et al., 2000; Docherty and Banda, 1995; Platt et al., 1998; Seber et al., 1996) or Rayleigh­Taylor foundering (Houseman, 1996; Platt and Vissers, 1989) of Alborán lithosphere, whereas others

  13. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges 

    E-Print Network [OSTI]

    Petersen-Gauthier, Joel

    2013-08-09T23:59:59.000Z

    ) .................................................................................... 120 Figure 5.3 SAP2000 M3 Hinge Properties Used ..................................................... 121 Figure 5.4 Six Steps of Hinge Formation and Failure in Grillage Moment Loading Case 7... using the structural analysis finite element program SAP2000 (Computers and Structures (2012b)). Models were made for the Riverside experimental bridge, the Denison, Texas bridge, and for the Drehersville, Pennsylvania bridge. Figure 1.4 shows...

  14. Optimum design of transverse tendons in post-tensioned slab bridges

    E-Print Network [OSTI]

    Aftab, Syed

    1991-01-01T23:59:59.000Z

    i results in a reduction of prestressing force in each transverse tendon from an ~ initial design of 46. 9 kips (208. 6 kN) to 0. 55 kips (2. 5 kN). Thus, the amount of prestressing steel used in the structure is significantly reduced, resulting... provide the , most effective design by reducing the maximum principal tensile stress from 134. 4 psi (926. 7 kPa) to 74. 5 psi (513. 7 kPa). For a longitudinal post-tensioning force of ' 425 kips (1, 891 kN), 15 transverse tendons result in the most...

  15. Low modal volume dipole-like dielectric slab Alexander Gondarenko and Michal Lipson

    E-Print Network [OSTI]

    Lipson, Michal

    ," IEE Proc. Opto. 145, 391-397 (1998). 3. O. Painter, R. K. Lee, A. Scherer, A. Yariv, J. D. O'Brien, P (1999). 4. P. Michler, A. Kiraz, C. Becher, W. V. Schoenfeld, P. M. Petroff, L. Zhang, E. Hu, and A. Imamolu, "A quantum dot single-photon turnstile device," Science 290, 2282 (2000). 5. S. Maier, "Effective

  16. The implications of compartment fire non-uniformity for the membrane action of reinforced concrete slabs 

    E-Print Network [OSTI]

    Deeny, Susan

    2011-01-01T23:59:59.000Z

    to the complexity of concrete material behaviour and also due to concrete’s reputation of superior fire performance. Concrete technology is, however, continually evolving; structures are increasingly slender, more highly stressed and have higher compressive...

  17. Analysis of a hybrid UFAD and radiant hydronic slab HVAC system

    E-Print Network [OSTI]

    Raftery, Paul; Lee, Kwang Ho; Webster, Thomas; Bauman, Fred

    2011-01-01T23:59:59.000Z

    speed, and the cooling tower supply water temperature set-operates in ‘free-cooling’ mode to supply cool water to thealso include a cooling system that can supply cool water to

  18. Performance analysis of an integrated UFAD and radiant hydronic slab system

    E-Print Network [OSTI]

    Raftery, Paul; Ho Lee, Kwang; Webster, Tom; Bauman, Fred

    2011-01-01T23:59:59.000Z

    speed, and the cooling tower supply water temperature set-that a cooler supply plenum removes cooling load from thesuch as a cooling system that can supply cool water to the

  19. Synthetic Tomographic Images of Slabs from Mineral Physics Y. Ricard, E. Mattern and J. Matas

    E-Print Network [OSTI]

    minimization. The numerical code can handle arbitrary elemental composition in the system MgO, FeO, CaO, Al2O3 and equations of states of each individual mineral, future geodynamical models will need to include must extract the radioactive heat production plus the mantle and core secular cooling while the hot

  20. Asthenospheric upwelling, oceanic slab retreat, and exhumation of UHP mantle rocks: Insights from Greater Antilles

    E-Print Network [OSTI]

    of the Greater Antilles in Hispaniola. We use numerical models of intra-oceanic subduction to explain exhumation Antilles in Hispaniola [Abbott et al., 2006; Abbott et al., 2005]. Field observations show that the garnet and Hispaniola islands [e.g., Lewis et al., 2006]. It was formed during subduction of the Proto-Caribbean oceanic

  1. Construction and Preliminary HVS Tests of Pre-Cast Concrete Pavement Slabs

    E-Print Network [OSTI]

    Kohler, Erwin R.; du Plessis, Louw; Theyse, Hechter

    2008-01-01T23:59:59.000Z

    22 Figure 22. FWD data collection points on the concreteelastic moduli for the concrete, the cemented base, and the30 Figure 29. Backcalculated stiffness of concrete

  2. Sinc Approximation of the Heat Distribution on the Boundary of a Two-Dimensional Finite Slab

    E-Print Network [OSTI]

    Dinh, Alain Pham Ngoc; Trong, Dang Duc

    2007-01-01T23:59:59.000Z

    We consider the two-dimensional problem of recovering globally in time the heat distribution on the surface of a layer inside of a heat conducting body from two interior temperature measurements. The problem is ill-posed. The approximation function is represented by a two-dimensional Sinc series and the error estimate is given.

  3. THERMAL-MECHANICAL MODEL CALIBRATION WITH BREAKOUT SHELL MEASUREMENTS IN CONTINUOUS STEEL SLAB CASTING

    E-Print Network [OSTI]

    Thomas, Brian G.

    the flow-rate and solidification time histories. An efficient one-dimensional (1-D) heat transfer model

  4. Measure Guideline: Air Sealing Mechanical Closets in Slab-On-Grade Homes

    SciTech Connect (OSTI)

    Dickson, B.

    2012-02-01T23:59:59.000Z

    This measure guideline describes covers two fundamental retrofit strategies for air sealing around air handling systems that are located within the living space in an enclosed closet: one in which all of the equipment is removed and being replaced, and a closet where the equipment is to remain and existing conditions are sealed. It includes the design and installation details necessary to effectively seal the air handler closet and central return system to maximize the efficiency and safety of the space conditioning system.

  5. Focusing of light by negative refraction in a photonic crystal slab superlens on

    E-Print Network [OSTI]

    Baba, Toshihiko

    - lenges. An experiment was performed at near- infrared frequencies with an air-hole-type 2D PC in a low on silicon-on-insulator sub- strate with an interface structure optimized for low reflection and diffraction symmetric near the point.4 The negative refraction and focusing have been demonstrated in some experiments

  6. Analysis of a hybrid UFAD and radiant hydronic slab HVAC system

    E-Print Network [OSTI]

    Raftery, Paul; Lee, Kwang Ho; Webster, Thomas; Bauman, Fred

    2011-01-01T23:59:59.000Z

    cooling systems,” American Society of Heating, Refrigerating and Air- Conditioning Engineers HVAC & R Research,

  7. An analysis of the flow of heat from tubes buried in a concrete slab

    E-Print Network [OSTI]

    Holdredge, Ernest C

    1951-01-01T23:59:59.000Z

    T &vhoro dg i. tho amount oi' heat Ilovving in tho ti?e d&v& t!&rou, ", h on area A; n! . &;iotance vlL& owin!. to a to!r&&or?t&no dii'Torence d ~ t. !o . &star:. . I:. a~ing a thor&x~1 conductivity K. . & ncc i'cr con &?ct&& n in tho steady state, t... 12 2 ~ 000 10 1, 5 6, 0 4600 1. 19 4400 1o19 32 3 ~ OPO 1Q 1, 5 4 ~ 0 4200 lo307 3950 lo326 12 4 500 10 lo5 2 67 3300 lo442 3500 1 490 2I 0 TEST III 9 1. 0 36. 0 6450 O. 700 6900 0. 702 0, 312 9 1. 0 20. 0 6250 0, 723 6750 0, 710 o. 437 9 1. 0...

  8. Geochemical Evidence for Slab Melting in theTrans-MexicanVolcanic Belt

    E-Print Network [OSTI]

    Langmuir, Charles H.

    and heavy rare earth concentrations and Nb/Ta ratios with increasing SiO2 contents in theVBZ rocks is best OF EARTH AND PLANETARY SCIENCES, HARVARD UNIVERSITY, CAMBRIDGE, MA 02138, USA 3 LAMONT^DOHERTY EARTH OBSERVATORY AND DEPARTMENT OF EARTH AND ENVIRONMENTAL SCIENCES, COLUMBIA UNIVERSITY, 61 RT. 9W, PALISADES, NY

  9. Off-Critical Casimir Effect in Ising Slabs with Symmetric Boundary Conditions in d = 3

    E-Print Network [OSTI]

    Upton, Paul

    and P.J. Upton Faculty of Physics, University of Belgrade, P.O.Box 368, 11001 Belgrade, Serbia) is the re- duced incremental free enegy defined by f× (T; L) := limA F kB TcA - Lfb for free energy F with fb being the reduced bulk free energy. It is characterized by the property FCasimir(T; L) 0 as L

  10. SUESS ET AL.: SEA FLOOR METHANE HYDRATES AT HYDRATE RIDGE, CASCADIA MARGIN Sea Floor Methane Hydrates at Hydrate Ridge, Cascadia Margin

    E-Print Network [OSTI]

    Goldfinger, Chris

    a variety of gas hydrates in near-surface sediments. Hydrate formation and destruction continuously shape established that the uppermost sediment column contains several distinct layers of gas hydrate which the seafloor to the atmosphere. 1. INTRODUCTION The biogeochemical processes associated with gas hydrate

  11. The integration of water loop heat pump and building structural thermal storage systems

    SciTech Connect (OSTI)

    Marseille, T.J.; Schliesing, J.S.

    1990-09-01T23:59:59.000Z

    Commercial buildings often have extensive periods where one space needs cooling and another heating. Even more common is the need for heating during one part of the day and cooling during another in the same spaces. If a building's heating and cooling system could be integrated with the building's structural mass such that the mass can be used to collect, store, and deliver energy, significant energy might be saved. Computer models were developed to simulate this interaction for an existing office building in Seattle, Washington that has a decentralized water-source heat pump system. Metered data available for the building was used to calibrate a base'' building model (i.e., nonintegrated) prior to simulation of the integrated system. In the simulated integration strategy a secondary water loop was manifolded to the main HVAC hydronic loop. tubing in this loop was embedded in the building's concrete floor slabs. Water was routed to this loop by a controller to charge or discharge thermal energy to and from the slabs. The slabs were also in thermal communication with the conditioned spaces. Parametric studies of the building model, using weather data for five other cities in addition to Seattle, predicted that energy can be saved on cooling dominated days. On hot, dry days and during the night the cooling tower can beneficially be used as a free cooling'' source for thermally charging'' the floor slabs using cooled water. Through the development of an adaptive/predictive control strategy, annual HVAC energy savings as large as 30% appear to be possible in certain climates. 8 refs., 13 figs.

  12. Pentek concrete scabbling system: Baseline report; Summary

    SciTech Connect (OSTI)

    NONE

    1997-07-31T23:59:59.000Z

    The Pentek concrete scabbling system consists of the MOOSE{reg_sign} scabbler, the SQUIRREL{reg_sign}-I and SQUIRREL{reg_sign}-III scabblers, and VAC-PAC. The scabblers are designed to scarify concrete floors and slabs using cross section, tungsten carbide tipped bits. The bits are designed to remove concrete in 3/8 inch increments. The bits are either 9-tooth or demolition type. The scabblers are used with a vacuum system designed to collect and filter the concrete dust and contamination that is removed from the surface. The safety and health evaluation during the human factors assessment focused on two main areas: noise and dust.

  13. Distribution of stress in the oceanic lithosphere beneath the Lau-Havre Basin

    E-Print Network [OSTI]

    Altman, Larry Wayne

    1978-01-01T23:59:59.000Z

    . If the material injected into the basin floor came from the upper edge of the down-going slab, then it should be andesitic in composition just like the rocks of the volcanic frontal arc which are thought to have the same source. The CI CI CI Cl I I I I... arcs. In this theory, the Benioff zones do not delineate great thrust faults in the classical sense, but rather, they reflect underthrusting or subduction of lithospheric plates into the mantle beneath the arcs. The Origin of Marginal Basins...

  14. Data:E3073c8b-9a05-4b3e-98b9-af282fb257da | Open Energy Information

    Open Energy Info (EERE)

    taking service from the District that voluntarily agree to a Green Power Service Contract. This Rider is not available to those accounts taking service under Rate Schedule...

  15. Data:9c4226db-e4b9-4370-b67b-1dec57de29cb | Open Energy Information

    Open Energy Info (EERE)

    1dec57de29cb No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2....

  16. Data:F3d284cb-6a72-4e4b-89d0-e19a0168f475 | Open Energy Information

    Open Energy Info (EERE)

    d0-e19a0168f475 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  17. Data:23ba124a-09db-4ef4-b855-25710be8da0f | Open Energy Information

    Open Energy Info (EERE)

    5-25710be8da0f No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  18. Data:C4b6618b-0a33-43c0-a075-f1175b768373 | Open Energy Information

    Open Energy Info (EERE)

    5-f1175b768373 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  19. Data:42f64fa4-54ba-4b05-a3f1-ee1e50922461 | Open Energy Information

    Open Energy Info (EERE)

    5-a3f1-ee1e50922461 No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic...

  20. Data:A4f836c3-dfd7-4306-ac1f-4b7c8a65d34e | Open Energy Information

    Open Energy Info (EERE)

    350kVA or more of transformer capacity; located on or near the Cooperative's transmission lines for all types of commercial usage; subject to the established rules and...

  1. Data:A70dc29c-a448-4974-919f-d247ab756c4b | Open Energy Information

    Open Energy Info (EERE)

    Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: K C Electric Association Effective date: 20140101 End date if known: Rate name:...

  2. Data:9da87d51-5039-4b51-820e-c0191eae304b | Open Energy Information

    Open Energy Info (EERE)

    * Qualify for special parking privileges under RCW 46.16.381(1) (a through h) or are a blind person as defined in RCW 74.18.020(4), or * Earn an SSDI income, or * Provide a...

  3. Data:B9c50607-9a89-4b97-9a63-78b0867802f9 | Open Energy Information

    Open Energy Info (EERE)

    to determine the monthly bill: Leaf No. 60 Fuel Cost Adjustment Rider, Leaf No. 62 Energy Efficiency Rider, Leaf No. 64 Existing DSM Program Costs Adjustment Rider, Leaf No. 77...

  4. Data:6ef4c292-7152-462c-814a-4b052c8c1cee | Open Energy Information

    Open Energy Info (EERE)

    date: 20140620 End date if known: Rate name: MUNICIPAL-HBPW SERVICE RATE (WASTEWATER TP) Sector: Industrial Description: MUNICIPAL-HBPW SERVICE RATE Wastewater Treatment...

  5. Data:3badf16e-5147-4b37-ae17-5d62eca545b6 | Open Energy Information

    Open Energy Info (EERE)

    3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Rising Sun, Indiana (Utility Company) Effective date: 20130102 End date if known: Rate name:...

  6. Data:34cabb4b-ed50-43da-bcb9-5c932a13822c | Open Energy Information

    Open Energy Info (EERE)

    Southeastern Power Admin Effective date: 20121001 End date if known: Rate name: Wholesale Power Rate Schedule Santee-3-E Sector: Commercial Description: Availability: This...

  7. Data:098d8690-4031-4b5d-be59-dc33c6b2b809 | Open Energy Information

    Open Energy Info (EERE)

    power factor is less than 95% lagging. POWER COST ADJUSTMENT: The Cooperative buys wholesale power from the Bonneville Power Administration (BPA) th rough the Pacific Northwest...

  8. Data:2dddc56f-f23b-4b41-a5c3-a6b6c29ef562 | Open Energy Information

    Open Energy Info (EERE)

    to serve a new outdoor security light. POWER COST ADJUSTMENT: The Cooperative buys wholesale power from the Bonneville Power Administration (BPA) through the Pacific Northwest...

  9. Data:9f711590-d0ff-4b5c-adf3-12606afd7313 | Open Energy Information

    Open Energy Info (EERE)

    Southeastern Power Admin Effective date: 20121001 End date if known: Rate name: Wholesale Power Rate Schedule Replacement-1 Sector: Commercial Description: Availability: This...

  10. Data:17b874a2-624e-4b4d-8fc1-26ff87f42fce | Open Energy Information

    Open Energy Info (EERE)

    Grand River Dam Authority Effective date: 20110701 End date if known: Rate name: wholesale power outside control area transmiision Sector: Commercial Description: Source or...

  11. Data:A4d07f95-ff35-4b7a-89b3-0242ed12688e | Open Energy Information

    Open Energy Info (EERE)

    Co Effective date: 20110901 End date if known: Rate name: Interrruptible Large power Demand Response Rate 38 Sector: Commercial Description: Source or reference: http:...

  12. Data:D8fd672e-36d2-4b84-9222-4a78f0b1267d | Open Energy Information

    Open Energy Info (EERE)

    RECC Effective date: 20130510 End date if known: 20140510 Rate name: Seasonal Rates Sector: Commercial Description: Seasonal Rates Usage cannot exceed 2500 kw yearly...

  13. Data:B017d374-c4b8-4489-a6a0-4e7b398cfd17 | Open Energy Information

    Open Energy Info (EERE)

    Kwh Sector: Commercial Description: Source or reference: http:www.bolivarelectric.comrates2014june%202014%20Residential%20Rates.pdf Source Parent: http:www.bolivarelectric.c...

  14. Data:E95dd856-07a5-47f4-b7fe-0d17f46945e5 | Open Energy Information

    Open Energy Info (EERE)

    previous month period except street lights. Source or reference: http:www.wbmlp.orgrates-terms-of-service4-WBMLP-SmMunicipal-Rates030114.pdf Source Parent: http:...

  15. Data:4b7ade8b-9a80-4db7-a540-f59c7ddf9826 | Open Energy Information

    Open Energy Info (EERE)

    (Utility Company) Effective date: 20140101 End date if known: Rate name: Residential Rates Sector: Residential Description: Residential Rates added to initial energy charge....

  16. Data:8a3909a2-e852-4b8d-90fe-88818fed1db5 | Open Energy Information

    Open Energy Info (EERE)

    prior to January 1, 2008 in the former Duke Energy Carolinas Nantahala Area in Cherokee, Clay, Graham, Macon, Jackson and, Swain, counties. Existing Pole - 13.50 New pole -...

  17. Data:9dabaf41-e8ba-4961-ad4e-4b31a584c7bd | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Platte-Clay Electric Coop, Inc Effective date: 20130101 End date if known: Rate name: SL - 400...

  18. Data:D7c6cf5b-1e31-4b62-a00c-fb5126171f68 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Platte-Clay Electric Coop, Inc Effective date: 20130101 End date if known: Rate name: MC3 -...

  19. Data:766f11c9-f3f2-4ca7-9cdd-64893b4b3b72 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Platte-Clay Electric Coop, Inc Effective date: 20130101 End date if known: Rate name: SL - 1000...

  20. Data:E9ee9cd0-f02c-4b13-9bdf-c0e835629c81 | Open Energy Information

    Open Energy Info (EERE)

    Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Clay County Electric Coop Corp Effective date: 20130101 End date if known: Rate name:...

  1. Data:E3019026-c3d7-425a-92fe-c1b3fa1bef4b | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Platte-Clay Electric Coop, Inc Effective date: 20130101 End date if known: Rate name: SL - 400...

  2. Data:Ac0c006e-9041-46d4-b80e-61a5ba0d4af2 | Open Energy Information

    Open Energy Info (EERE)

    << Previous 1 2 3 Next >> Basic Information Utility name: Shenandoah Valley Elec Coop (West Virginia) Effective date: 20010101 End date if known: Rate name: SCHEDULE A-10...

  3. Data:72e13139-8c53-4b24-92f7-5cdea891b4c3 | Open Energy Information

    Open Energy Info (EERE)

    Irrigation Power Service is applicable to accounts where Member is using an electric motor to lift ground water for the purpose of irrigation. Day- of- Week Irrigation: The...

  4. Data:4b8a5523-bbba-48df-a22a-fb48b1c37a25 | Open Energy Information

    Open Energy Info (EERE)

    *Monthly chage 0 as long as customer meets annual chage of 2,820.00 Max single-phase motor size -10hp Max three-phase motor size -200hp Source or reference: Ilinois State...

  5. Data:A09ccc46-f0d9-4bb4-a087-3394e6df4b43 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Painesville, Ohio (Utility Company) Effective date: 19900701 End date if known:...

  6. Data:9ee239f4-43fb-448d-8b29-8cebd4b3d091 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Lexington, Tennessee (Utility Company) Effective date: 20120701 End date if known:...

  7. Data:24a46b56-e904-42b4-b36b-763de7336934 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Richland, Washington (Utility Company) Effective date: 20130101 End date if known:...

  8. Data:B616ed8d-0101-4b96-9aac-c3df062ea73f | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of River Falls, Wisconsin (Utility Company) Effective date: 20080411 End date if...

  9. Data:55f30c24-7146-4b1d-9719-121b27551df6 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Cleveland, Ohio (Utility Company) Effective date: End date if known: Rate name: area...

  10. Data:E76b3777-ec06-4b01-a7b5-ef4d2f4f0581 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Princeton, Wisconsin (Utility Company) Effective date: 20060914 End date if known:...

  11. Data:3c4b253f-13b9-4fd7-98dc-325a87dcc95b | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Cuba City, Wisconsin (Utility Company) Effective date: 20091014 End date if known:...

  12. Data:C4b8af87-1e6e-4481-8250-617d75d02cf0 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Princeton, Wisconsin (Utility Company) Effective date: 20060914 End date if known:...

  13. Data:E0909497-c3f7-4ab4-b60a-27018cf4f5cd | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Princeton, Wisconsin (Utility Company) Effective date: 20060914 End date if known:...

  14. Data:780f4b02-6ad6-49d7-b173-d048a7fe5446 | Open Energy Information

    Open Energy Info (EERE)

    Note: Power-cost adjustment: The energy charges shall be subject to the power cost adjustment each billing period. Senior discount for customers 65 years and above of...

  15. Data:Fe4b848d-7e6c-48f7-a6fb-1829e55b4817 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Blue Grass Energy Coop Corp Effective date: 20110601 End date if known: Rate name: 100...

  16. Data:6bc4d3e2-83da-4b7e-840b-807f5290fcb8 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Blue Ridge Mountain E M C Effective date: 20131101 End date if known: Rate name: Outdoor...

  17. Data:8438e8d5-b195-4b7e-8daf-e23a46a19e0d | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Nemaha-Marshall E C A, Inc Effective date: 20100115 End date if known: Rate name: Net...

  18. Data:F8bce4ba-fbcf-4b8c-9966-8bc4762b5b86 | Open Energy Information

    Open Energy Info (EERE)

    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Nemaha-Marshall E C A, Inc Effective date: 20070515 End date if known: Rate name: Private...

  19. Data:010ab2f6-1465-4b84-a146-d7be9a260349 | Open Energy Information

    Open Energy Info (EERE)

    Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: City of Blue Earth, Minnesota (Utility Company) Effective date: 20140516 End date if known: Rate name:...

  20. Data:A4395c4b-cf0b-4581-a0ae-1d15f7a181df | Open Energy Information

    Open Energy Info (EERE)

    (Utility Company) Effective date: 20140521 End date if known: Rate name: Residential Water Heater Rate E Sector: Description: Fixed Monthly Charge 2.70 + 0.47 3.17 kWh...

  1. Data:Ab9e1a4b-169a-4214-a47a-ef4213a7e90e | Open Energy Information

    Open Energy Info (EERE)

    Utility name: KEM Electric Coop Inc Effective date: End date if known: Rate name: Storage Water HeaterAir Conditioning-Submeter Sector: Description: Available to all members who...

  2. Data:88de88e4-d7fe-4b8f-830b-8c4223d97a0c | Open Energy Information

    Open Energy Info (EERE)

    Energy Market Adjustment 0.003KWH (Added to All Above Energy Rates) Controlled Water Heater Credit .00736KWH Applies to the first 1,000 KWHs each month (October-March)...

  3. Data:82a11b98-78ca-4b45-ac37-f1387b2f4f5f | Open Energy Information

    Open Energy Info (EERE)

    Energy Market Adjustment 0.003KWH (Added to All Above Energy Rates) Controlled Water Heater Credit .00736KWH Applies to the first 1,000 KWHs each month (October-March)...

  4. Data:468ee8f8-8f42-4b47-8a0f-37a98f71803f | Open Energy Information

    Open Energy Info (EERE)

    Description: Electric service for agricultural water pumping; irrigation of crops, fish farming, and other agricultural purposes requiring quantities of water. Service shall...

  5. Data:4b2b4185-5068-4de4-92f5-489a7814d034 | Open Energy Information

    Open Energy Info (EERE)

    Sector: Lighting Description: Source or reference: http:www.cityofperryok.comFilesCodesCityCode101211.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW):...

  6. Data:Ae40b428-293e-4b29-aff4-4a6ba00b8329 | Open Energy Information

    Open Energy Info (EERE)

    Description: To all classes of retail customers for outdoor lighting purposes (Rate Codes 76) and to persons other than governmental subdivisions for the purpose of lighting...

  7. Data:Ba7d8532-6e8b-4684-b446-32af671e4b7c | Open Energy Information

    Open Energy Info (EERE)

    shall also apply to security lights in a municipality that are billed under other rate codes (i.e., 20, 57, etc.). Source or reference: http:www.perennialpower.comImages...

  8. Data:Dda78296-ecb4-4a4b-b8cc-2417fbc15092 | Open Energy Information

    Open Energy Info (EERE)

    Available only to manufacturers whose Standard Industrial Classification (SIC) codes are between 2000 and 3999 who are exempt from the Connecticut Gross Earnings Tax....

  9. Data:3c4b0554-ceb7-4d2a-a4a1-9fb9bfd76073 | Open Energy Information

    Open Energy Info (EERE)

    shall also apply to security lights in a municipality that are billed under other rate codes (i.e., 20, 57, etc.). Source or reference: http:www.perennialpower.comImages...

  10. Data:29c6f4eb-9485-4b77-ba0a-f5be5eb738c8 | Open Energy Information

    Open Energy Info (EERE)

    Residential Description: Source or reference: http:www.cityofperryok.comFilesCodesCityCode101211.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW):...

  11. Data:Ea4b2666-d4aa-445b-9189-1d0150b12149 | Open Energy Information

    Open Energy Info (EERE)

    for domestic or agricultural uses. Source or reference: http:psc.state.wy.ushtdocstariffswywhe10001a.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW):...

  12. Data:5b09eab4-b181-4d4a-848f-4af77994e912 | Open Energy Information

    Open Energy Info (EERE)

    Power Cost Adjustment varies monthly. Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelectric&id580 Source Parent: Comments Applicability Demand...

  13. Data:A4b87aa5-f097-42db-8249-8fae15aa02fe | Open Energy Information

    Open Energy Info (EERE)

    tariffPDF.cfm?id294 Source Parent: https:www.idahopower.comAboutUsRatesRegulatoryTariffsdefault.cfm?stateid Comments Applicability Demand (kW) Minimum (kW): Maximum...

  14. Data:4b4653ce-b649-4c28-94f6-e55155eb5a93 | Open Energy Information

    Open Energy Info (EERE)

    Span of Conductor (200 feet) 2.74span Source or reference: http:www.uppco.comcompanytariffsUD2D57.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum...

  15. Data:91841fdf-2e2f-4aaf-9c48-376e212f1e4b | Open Energy Information

    Open Energy Info (EERE)

    http:rollinghills.coopwebbuilder.comsitesrollinghills.coopwebbuilder.comfilesratetariffs.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW): Maximum (kW):...

  16. Data:56384449-972f-4b61-83d4-d70caab34e12 | Open Energy Information

    Open Energy Info (EERE)

    Adjustment Clause applies to this rate. Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelectric&id5990 Source Parent: Comments Applicability Demand...

  17. Data:Fee42ed8-81fe-47cd-bb38-7860b5a4b8a0 | Open Energy Information

    Open Energy Info (EERE)

    Lighting 2.0% of the total electric bill Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelectric&id440 Source Parent: Comments Applicability Demand...

  18. Data:72053874-37f3-4221-b92d-ba7f30301a4b | Open Energy Information

    Open Energy Info (EERE)

    and of Regulatory Authorities. Source or reference: http:psc.state.wy.ushtdocstariffswywhe10001a.pdf Source Parent: Comments Applicability Demand (kW) Minimum (kW):...

  19. Data:F69235c4-2aa9-4b28-b56e-6306a5af980d | Open Energy Information

    Open Energy Info (EERE)

    units. Note: MV Mercury Vapor, HPS High Pressure Sodium, Q Quarts, LED Light Emitting Diode. Source or reference: http:psc.wi.govapps40tariffsviewfile.aspx?typeelect...

  20. Data:4db3eec8-f417-4b94-9382-a52a7a64cd1a | Open Energy Information

    Open Energy Info (EERE)

    3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Southwest Public Power Dist Effective date: 20130101 End date if known: Rate name: Irrigation: No Control...

  1. Data:Eb5830b5-c089-4b0e-8966-2b3b839c4798 | Open Energy Information

    Open Energy Info (EERE)

    3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Burt County Public Power Dist Effective date: 20120101 End date if known: Rate name: Irrigation and Grain...

  2. Data:95957a4b-7e2b-41fe-a642-51703e1fc5fa | Open Energy Information

    Open Energy Info (EERE)

    on PUD-owned poles. Maintenance by the PUD includes lamp, photo cell and fixture replacement as needed. Individual lamps will be replaced on burnout as soon as reasonably...

  3. Data:D8adc67e-a534-4b23-aec0-6dd04b55c226 | Open Energy Information

    Open Energy Info (EERE)

    Effective date: 20130601 End date if known: Rate name: Co generation & Small Power Production Power Purchase Rate Schedule Over 100 kW - Not dispatched by East Kentucky Power...

  4. Data:00e322c7-1bae-4b90-996a-d8da25351493 | Open Energy Information

    Open Energy Info (EERE)

    to the customer for lighting systems not mounted on existing power poles, for those systems employing underground electrical feed, and for temporary installations. Such...

  5. Data:9cf92054-ddca-4523-a4b6-f9d51b524b02 | Open Energy Information

    Open Energy Info (EERE)

    Utilities electric customer as a means to purchase renewable energy certificates from renewable energy resources, including but not limited to, wind, hydroelectric, solar,...

  6. Data:597b801b-9acc-4b0d-b4d6-ff89dfd7e1bd | Open Energy Information

    Open Energy Info (EERE)

    electricity as their primary source of heat. An off peak heating system utilizes a thermal (heat) storage system that heats up during off-peak times, typically 11:00 p.m. to...

  7. Data:F4159d98-41e6-4b46-9961-4aed14d6e7d5 | Open Energy Information

    Open Energy Info (EERE)

    the 11 preceding billing periods, and not less than the customer charge. Subject to power cost adjustment and kWh tax. Primary Voltage Service: Above rates are based upon secondary...

  8. Data:27e3bb4b-0df0-4bdd-8f15-f14653d91483 | Open Energy Information

    Open Energy Info (EERE)

    furnish, install, and maintain street lighting units. This rate is subject to a Power Cost Adjustment charge per all kWh, that varies on a monthly basis. Source or reference:...

  9. Data:D1cce192-9e06-4b16-a09c-24b4d692c721 | Open Energy Information

    Open Energy Info (EERE)

    maximum demand in the current month or in any of the previous 11 months. Subject to power cost adjustment and kWh tax. Metering Discount: Where metering is done on the high side,...

  10. Data:145a51d9-70fb-4b6b-aeec-4e16a012bccf | Open Energy Information

    Open Energy Info (EERE)

    lighting. The utility will furnish, install, and maintain street lighting. The Purchase Cost Adjustment Clause, a charge per all kWh that varies monthly, applies to this rate....

  11. Data:7f950269-4c7e-4ce5-aa29-238a6f0c1e4b | Open Energy Information

    Open Energy Info (EERE)

    the 11 preceding billing periods, and not less than the customer charge. Subject to power cost adjustment and kWh tax. Source or reference: http:www.cityofstmarys.net...

  12. Data:C36aa86e-e8e3-4447-8329-afb4b359e2a3 | Open Energy Information

    Open Energy Info (EERE)

    Charge includes Commitment to Community Rider: 1.33 per customer per month. Power Cost Adjustment Clause: Charge per all kWh varies monthly Source or reference: http:...

  13. Data:F4b4f00d-e58a-4fae-9ecf-fcf4237d6493 | Open Energy Information

    Open Energy Info (EERE)

    the 11 preceding billing periods, and not less than the customer charge. Subject to power cost adjustment and kWh tax. Primary Voltage Service: Above rates are based upon secondary...

  14. Data:65430fdf-d7ff-4b93-b69b-895cd065d4ca | Open Energy Information

    Open Energy Info (EERE)

    b-895cd065d4ca No revision has been approved for this page. It is currently under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information...

  15. Data:86cc7b12-58e9-4b8a-b71b-081223c87e3a | Open Energy Information

    Open Energy Info (EERE)

    Pole Sector: Lighting Description: To all night street lighting service (dusk to daylight) from the overhead systems conforming to the District's standard specifications....

  16. Data:44fa34b9-ff22-4b3c-a986-a71daaf4c4cf | Open Energy Information

    Open Energy Info (EERE)

    customer shall be billed monthly on a net energy basis and shall pay the fixed charge and energy charge specified in the rate schedule under which he is served. If, in any month,...

  17. Data:4f8c086e-5380-4b3c-9de8-d3c40bec473c | Open Energy Information

    Open Energy Info (EERE)

    customer shall be billed monthly on a net energy basis and shall pay the fixed charge and energy charge specified in the rate schedule under which he is served. If, in any month,...

  18. Data:5cace0ad-0573-4b0f-8fb8-71496494fc5b | Open Energy Information

    Open Energy Info (EERE)

    City Power & Light Co Effective date: 20130101 End date if known: Rate name: Large General Service Space Heating <1000kW Secondary Sector: Description: AVAILABILITY: For...

  19. Data:Fef68759-cd01-4b86-b498-5d791e361912 | Open Energy Information

    Open Energy Info (EERE)

    Co Effective date: 20130701 End date if known: Rate name: Rate 27 Small Time-Of-Day General Electric Service (Distribution Service Primary Discount) Sector: Commercial...

  20. Data:08f786ba-4b7f-4bdc-b495-901ef801544f | Open Energy Information

    Open Energy Info (EERE)

    name: Otter Tail Power Co Effective date: 20111001 End date if known: Rate name: GENERAL SERVICE Primary Sector: Commercial Description: Facilities Charge per Month per...

  1. Data:2545ad4b-7cc3-40f0-aa9a-91c55047f2de | Open Energy Information

    Open Energy Info (EERE)

    Co Effective date: 20130701 End date if known: Rate name: Rate 27- SMALL TIME-OF-DAY GENERAL ELECTRIC SERVICE (Distribution Service) Sector: Commercial Description: AVAILABLE for...

  2. Data:Be31e857-5894-4b6f-8c32-a347c6ca0b9a | Open Energy Information

    Open Energy Info (EERE)

    & Power Co Effective date: 20130701 End date if known: Rate name: Rate 30 Small General Electric Service (Distribution Service Primary Discount) Sector: Commercial...

  3. Data:8d87b4b8-b5b5-4c46-9ed6-cebef387c342 | Open Energy Information

    Open Energy Info (EERE)

    to 25 HP Sector: Commercial Description: * Available to members of the Cooperative for pump irrigation service located adjacent to its three-phase lines. Total load during peak...

  4. Data:3bf8d2f5-7573-4b55-9b97-6996759ffaef | Open Energy Information

    Open Energy Info (EERE)

    matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Foley Board of Utilities...

  5. Data:7a3e260b-d80d-4b3d-932a-4d69d206565d | Open Energy Information

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    >> Basic Information Utility name: Salmon River Electric Coop Inc Effective date: 20091216 End date if known: Rate name: Dusk to Dawn Lighting (Street Light) Service (200-400W)...

  6. Data:26ba2c1f-739e-4b7b-aabb-27ccb54d2a19 | Open Energy Information

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    Utility name: City of Hallettsville, Texas (Utility Company) Effective date: 20121201 End date if known: Rate name: Ball Field Lighting- Softball Field Sector: Lighting...

  7. Data:8c0f4c96-7c4b-4501-be85-d1dc29179ba0 | Open Energy Information

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    Utility name: City of Chattanooga, Tennessee (Utility Company) Effective date: 20121201 End date if known: Rate name: TGSA-1- Time of Day Commercial Manufacturing Sector:...

  8. Data:465dc58f-a7ae-4de0-b73e-afe0f4b34e82 | Open Energy Information

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    >> Basic Information Utility name: Price Municipal Corporation Effective date: 20140312 End date if known: Rate name: General service-small Sector: Industrial Description: This...

  9. Data:0195b1f5-f57f-48d4-b651-18937b4f277f | Open Energy Information

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    >> Basic Information Utility name: Pataula Electric Member Corp Effective date: 19971201 End date if known: Rate name: Schedule FM - Farm and Home Service Sector: Residential...

  10. Data:C9587e14-d83d-4b42-a9c5-d81ba8ea0d84 | Open Energy Information

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    2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information Utility name: Sleepy Eye Public Utility Comm Effective date: 20120314 End date if known: Rate name: Street...

  11. Data:4b0cfc60-ca8d-4c0c-9875-df3669e9f44c | Open Energy Information

    Open Energy Info (EERE)

    Sector: Industrial Description: *Riders:Power charge rider, Ohio Excise tax rider, Transition cost Rider. Secondary metering adjustment: energy and demand charges multiplied...

  12. Data:0b0b963f-b6b0-41b4-b1b7-aab331be5afc | Open Energy Information

    Open Energy Info (EERE)

    date: 20090801 End date if known: Rate name: Residential:SINGLE PHASE EARTH(COUPLED HEAT PUMP SERVICE EXPERIMENTAL) Sector: Residential Description: This rate is applicable to...

  13. Data:D8ab9dd2-d6c7-4b39-bb1d-209c8379eab7 | Open Energy Information

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    Residence: A single family residence dwelling or building with an electric air source heat pump or ground source heat pump sized to heating load with an alternate fuel source....

  14. Data:234daa74-1e94-4b11-9c1e-94f4be61404a | Open Energy Information

    Open Energy Info (EERE)

    0305 End date if known: Rate name: D881 (Residential Water and Home Heating with Heat Pump) Sector: Residential Description: Apply to customers using electricity for both...

  15. Data:784ea963-f778-4096-84e6-893b4b912d75 | Open Energy Information

    Open Energy Info (EERE)

    exceed ten (10) horsepower without consent from the Cooperative. Source or reference: ISU Documentation Source Parent: Comments When electric service to the consumer's irrigation...

  16. Data:24632e9c-526f-4b56-aa17-3fdc4c7d46de | Open Energy Information

    Open Energy Info (EERE)

    exceed ten (10) horsepower without consent from the Cooperative. Source or reference: ISU Documentation Source Parent: Comments When electric service to the consumer's irrigation...

  17. Data:344eb0b7-1e48-48e4-b98b-1def7825aaf3 | Open Energy Information

    Open Energy Info (EERE)

    under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information...

  18. Data:4b370a2f-4ad7-4bd8-b803-570bbf9fbd66 | Open Energy Information

    Open Energy Info (EERE)

    under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information...

  19. Data:45369c5e-b31b-4b9c-85d9-696423a2e64f | Open Energy Information

    Open Energy Info (EERE)

    under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information...

  20. Data:505df6c3-4350-4724-8e43-4b965be2502d | Open Energy Information

    Open Energy Info (EERE)

    under review by our subject matter experts. Jump to: navigation, search Loading... 1. Basic Information 2. Demand 3. Energy << Previous 1 2 3 Next >> Basic Information...