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Sample records for 241-c-106 sluicing construction

  1. Project W-320, 241-C-106 sluicing: Construction specification W-320-C7

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits

  2. Project W-320, 241-C-106 sluicing: Construction specification W-320-C2

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits

  3. Project W-320, 241-C-106 sluicing: Construction specification W-320-C6

    Bailey, J.W.

    1998-07-20

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits.

  4. Project W-320, 241-C-106 sluicing: Construction specification W-320-C5

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits

  5. Project W-320, 241-C-106 sluicing: Construction specification W-320-C6

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits

  6. Project W-320, 241-C-106 sluicing: Construction specification W-320-C2

    Bailey, J.W.

    1998-07-20

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits.

  7. Project W-320, 241-C-106 sluicing: Construction specification W-320-C7

    Bailey, J.W.

    1998-07-20

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits.

  8. Project W-320, 241-C-106 sluicing: Construction specification W-320-C5

    Bailey, J.W.

    1998-07-20

    This supporting document has been prepared to make the construction specifications for Project W-320 readily available. Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits.

  9. Project W-320, 241-C-106 sluicing: Construction specification W-320-C1

    Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits

  10. Project W-320, 241-C-106 sluicing: Construction specification W-320-C1

    Bailey, J.W.

    1998-07-20

    Project W-320, Waste Retrieval Sluicing System (WRSS), specification is for procurement, fabrication and installation of equipment at the C Tank Farm, including Operator Station and some equipment just outside the C Tank Farm fence, necessary to support the sluicing operation. Work consists of furnishing labor, equipment, and materials to provide the means to procure materials and equipment, fabricate items, excavate and place concrete, and install equipment, piping, wiring, and structures in accordance with the Contract Documents. Major work elements include: Excavation for process and fire protection piping, electrical conduit trenches, and foundations for small structures; Placement of concrete cover blocks, foundations, and equipment pads; Procurement and installation of double walled piping, electrical conduit, fire and raw water piping, chilled water piping, and electrical cable; Procurement and installation of above-ground ventilation system piping between the (HVAC) Process building and Tank C-106; Core drill existing concrete; Furnish and installation of electrical distribution equipment; Installation of the concrete foundation, and assembly installation of the two Seismic Shutdown Systems with Environmental Enclosures; Fabrication and installation of in-pit pipe jumpers, including related valves, instruments and wiring; and Installation of a vertical submersible pump, horizontal booster pump, and winch assembly into tank access riser pits.

  11. Project W-320, 241-C-106 sluicing, master calculation list

    This supporting document has been prepared to make the Master Calculation List readily retrievable. The list gives the status of the calculation (as-built, not used, applied, etc.), the calculation title, its originator, comments, and report number under which it was issued. Tank 241-C-106 has been included on the High Heat Load Watch List

  12. Project W-320, 241-C-106 sluicing supporting documentation bibliography

    This supporting document has been prepared to make the listing of documentation used to develop, or in support of Project W-320, readily retrievable. All documents are sorted by document number and list the document type. Tank 241-C-106 has been included on the High Heat Load Watch List

  13. Tank 241-C-106 waste retrieval sluicing system process control plan

    Project W-320 has installed the Waste Retrieval Sluicing System at the 200 East Area on the Hanford Site to retrieve the sludge from single-shell tank 241-C-106 and transfer it into double-shell tank 241-AY-102. Operation of the WRSS process will resolve the high-heat safety issue for tank 241-C-106 and demonstrate a technology for the retrieval of single-shell tank wastes. This process control plan coordinates the technical operating requirements (primarily mass transfer, temperature, and flammable gas) for the sluicing operation and provides overall technical guidance for the retrieval activity

  14. Tank 241-C-106 waste retrieval sluicing system process control plan

    Carothers, K.G.

    1998-07-25

    Project W-320 has installed the Waste Retrieval Sluicing System at the 200 East Area on the Hanford Site to retrieve the sludge from single-shell tank 241-C-106 and transfer it into double-shell tank 241-AY-102. Operation of the WRSS process will resolve the high-heat safety issue for tank 241-C-106 and demonstrate a technology for the retrieval of single-shell tank wastes. This process control plan coordinates the technical operating requirements (primarily mass transfer, temperature, and flammable gas) for the sluicing operation and provides overall technical guidance for the retrieval activity.

  15. Project management plan for Project W-320, Tank 241-C-106 sluicing. Revision 2

    Phillips, D.R.

    1994-07-01

    A major mission of the US Department of Energy (DOE) is the permanent disposal of Hanford Site defense wastes by utilizing safe, environmentally acceptable, and cost-effective disposal methods that meet applicable regulations. The Tank Waste Remediation System (TWRS) Program was established at the Hanford Site to manage and control activities specific to the remediation of safety watch list tanks, including high-heat-producing tanks, and for the ultimate characterization, retrieval, pretreatment, and disposal of the low- and high-level fractions of the tank waste. Project W-320, Tank 241-C-106 Sluicing, provides the methodology, equipment, utilities, and facilities necessary for retrieving the high-heat waste from single-shell tank (SST) 24-C-106. Project W-320 is a fiscal year (FY) 1993 expense-funded major project, and has a design life of 2 years. Retrieval of the waste in tank 241-C-106 will be accomplished through mobilization of the sludge into a pumpable slurry using past-practice sluicing. The waste is then transferred directly to a double-shell tank for interim storage, subsequent pretreatment, and eventual disposal. A detailed description of the management organization and responsibilities of all participants is presented in this document.

  16. Project management plan for Project W-320, Tank 241-C-106 sluicing. Revision 2

    A major mission of the US Department of Energy (DOE) is the permanent disposal of Hanford Site defense wastes by utilizing safe, environmentally acceptable, and cost-effective disposal methods that meet applicable regulations. The Tank Waste Remediation System (TWRS) Program was established at the Hanford Site to manage and control activities specific to the remediation of safety watch list tanks, including high-heat-producing tanks, and for the ultimate characterization, retrieval, pretreatment, and disposal of the low- and high-level fractions of the tank waste. Project W-320, Tank 241-C-106 Sluicing, provides the methodology, equipment, utilities, and facilities necessary for retrieving the high-heat waste from single-shell tank (SST) 24-C-106. Project W-320 is a fiscal year (FY) 1993 expense-funded major project, and has a design life of 2 years. Retrieval of the waste in tank 241-C-106 will be accomplished through mobilization of the sludge into a pumpable slurry using past-practice sluicing. The waste is then transferred directly to a double-shell tank for interim storage, subsequent pretreatment, and eventual disposal. A detailed description of the management organization and responsibilities of all participants is presented in this document

  17. Tank 241-C-106 past-practice sluicing waste retrieval, Hanford Site, Richland, Washington. Environmental Assessment

    The US Department of Energy (DOE) needs to take action to eliminate safety concerns with storage of the high-heat waste in Tank 241-C-106 (Tank C-106), and demonstrate a tank waste retrieval technology. This Environmental Assessment (EA) was prepared to analyze the potential impacts associated with the proposed action, past-practice sluicing of Tank C-106, an underground single-shell tank (SST). Past-practice sluicing is defined as the mode of waste retrieval used extensively in the past at the Hanford Site on the large underground waste tanks, and involves introducing a high-volume, low-pressure stream of liquid to mobilize sludge waste prior to pumping. It is proposed to retrieve the waste from Tank C-106 because this waste is classified not only as transuranic and high-level, but also as high-heat, which is caused by the radioactive decay of strontium. This waste characteristic has led DOE to place Tank C-106 on the safety ''Watchlist.''

  18. Tank 241-C-106 past-practice sluicing waste retrieval, Hanford Site, Richland, Washington. Environmental Assessment

    NONE

    1995-02-01

    The US Department of Energy (DOE) needs to take action to eliminate safety concerns with storage of the high-heat waste in Tank 241-C-106 (Tank C-106), and demonstrate a tank waste retrieval technology. This Environmental Assessment (EA) was prepared to analyze the potential impacts associated with the proposed action, past-practice sluicing of Tank C-106, an underground single-shell tank (SST). Past-practice sluicing is defined as the mode of waste retrieval used extensively in the past at the Hanford Site on the large underground waste tanks, and involves introducing a high-volume, low-pressure stream of liquid to mobilize sludge waste prior to pumping. It is proposed to retrieve the waste from Tank C-106 because this waste is classified not only as transuranic and high-level, but also as high-heat, which is caused by the radioactive decay of strontium. This waste characteristic has led DOE to place Tank C-106 on the safety ``Watchlist.``

  19. Safety evaluation for packaging transportation of equipment for tank 241-C-106 waste sluicing system

    Calmus, D.B.

    1994-08-25

    A Waste Sluicing System (WSS) is scheduled for installation in nd waste storage tank 241-C-106 (106-C). The WSS will transfer high rating sludge from single shell tank 106-C to double shell waste tank 241-AY-102 (102-AY). Prior to installation of the WSS, a heel pump and a transfer pump will be removed from tank 106-C and an agitator pump will be removed from tank 102-AY. Special flexible receivers will be used to contain the pumps during removal from the tanks. After equipment removal, the flexible receivers will be placed in separate containers (packagings). The packaging and contents (packages) will be transferred from the Tank Farms to the Central Waste Complex (CWC) for interim storage and then to T Plant for evaluation and processing for final disposition. Two sizes of packagings will be provided for transferring the equipment from the Tank Farms to the interim storage facility. The packagings will be designated as the WSSP-1 and WSSP-2 packagings throughout the remainder of this Safety Evaluation for Packaging (SEP). The WSSP-1 packagings will transport the heel and transfer pumps from 106-C and the WSSP-2 packaging will transport the agitator pump from 102-AY. The WSSP-1 and WSSP-2 packagings are similar except for the length.

  20. Safety evaluation for packaging transportation of equipment for tank 241-C-106 waste sluicing system

    A Waste Sluicing System (WSS) is scheduled for installation in nd waste storage tank 241-C-106 (106-C). The WSS will transfer high rating sludge from single shell tank 106-C to double shell waste tank 241-AY-102 (102-AY). Prior to installation of the WSS, a heel pump and a transfer pump will be removed from tank 106-C and an agitator pump will be removed from tank 102-AY. Special flexible receivers will be used to contain the pumps during removal from the tanks. After equipment removal, the flexible receivers will be placed in separate containers (packagings). The packaging and contents (packages) will be transferred from the Tank Farms to the Central Waste Complex (CWC) for interim storage and then to T Plant for evaluation and processing for final disposition. Two sizes of packagings will be provided for transferring the equipment from the Tank Farms to the interim storage facility. The packagings will be designated as the WSSP-1 and WSSP-2 packagings throughout the remainder of this Safety Evaluation for Packaging (SEP). The WSSP-1 packagings will transport the heel and transfer pumps from 106-C and the WSSP-2 packaging will transport the agitator pump from 102-AY. The WSSP-1 and WSSP-2 packagings are similar except for the length

  1. Origins of volatile organic compounds emerging from tank 241-C-106 during sluicing

    STAUFFER, L.A.

    1999-06-02

    Unexpectedly high concentrations of inorganic gases and volatile organic compounds (VOC) were released from the ventilation stack of tank 241-C-106 during sluicing operations on November 18, 1998. Workers experienced serious discomfort. They reported an obnoxious acrid odor and the 450 ppm VOC in ventilation stack 296-C-006 exceeded the level approved in the air discharge permit. Consequently, the operation was terminated. Subsequent analyses of samples collected opportunistically from the stack indicated many organic compounds including heptenes, heptanones, and normal paraffin hydrocarbons (NPH) and their remnants were present. Subsequently, a process test designed to avoid unnecessary worker exposure and enable collection of analytical samples from the stack, the breathing area, and the receiver tank was conducted on December 16, 1998. The samples obtained during that operation, in which the maximum VOC content of the stack was approximately 35 ppm, have been analyzed by teams at Pacific Northwest National Laboratory and Special Analytic Services (SAS). This report examines the results of these investigations. Future revisions of the report will examine the analytical results obtained for samples collected during sluicing operations in March. This report contains the available evidence about the source term for these emissions. Chapter 2 covers characterization work, including historical information about the layers of waste in the tank, the location of organic compounds in these layers, the total organic carbon (TOC) content and the speciation of organic compounds. Chapter 3 covers the data for the samples from the ventilation stack, which has the highest concentrations of organic compounds. Chapter 4 contains an interpretation of the information connecting the composition of the organic emissions with the composition of the original source term. Chapter 5 summarizes the characterization work, the sample data, and the interpretation of the results.

  2. Project W-320, 241-C-106 sluicing piping calculations, Volume 7

    The object of this report is to calculate the hydraulic forces imposed at the sluicer nozzle. This is required by Project W-320 waste retrieval for tank 241-C-106. The method of analysis used is Bernoulli's momentum equation for stead flow

  3. Project W-320, 241-C-106 sluicing piping calculations, Volume 7

    Bailey, J.W.

    1998-07-29

    The object of this report is to calculate the hydraulic forces imposed at the sluicer nozzle. This is required by Project W-320 waste retrieval for tank 241-C-106. The method of analysis used is Bernoulli`s momentum equation for stead flow.

  4. Project W-320, 241-C-106 sluicing HVAC calculations, Volume 1

    Bailey, J.W.

    1998-08-07

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. The report contains the following calculations: Exhaust airflow sizing for Tank 241-C-106; Equipment sizing and selection recirculation fan; Sizing high efficiency mist eliminator; Sizing electric heating coil; Equipment sizing and selection of recirculation condenser; Chiller skid system sizing and selection; High efficiency metal filter shielding input and flushing frequency; and Exhaust skid stack sizing and fan sizing.

  5. Project W-320, 241-C-106 sluicing HVAC calculations, Volume 1

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. The report contains the following calculations: Exhaust airflow sizing for Tank 241-C-106; Equipment sizing and selection recirculation fan; Sizing high efficiency mist eliminator; Sizing electric heating coil; Equipment sizing and selection of recirculation condenser; Chiller skid system sizing and selection; High efficiency metal filter shielding input and flushing frequency; and Exhaust skid stack sizing and fan sizing

  6. Tank vapor sampling and analysis data package for tank 241-C-106 waste retrieval sluicing system process test phase III

    LOCKREM, L.L.

    1999-08-13

    This data package presents sampling data and analytical results from the March 28, 1999, vapor sampling of Hanford Site single-shell tank 241-C-106 during active sluicing. Samples were obtained from the 296-C-006 ventilation system stack and ambient air at several locations. Characterization Project Operations (CPO) was responsible for the collection of all SUMMATM canister samples. The Special Analytical Support (SAS) vapor team was responsible for the collection of all triple sorbent trap (TST), sorbent tube train (STT), polyurethane foam (PUF), and particulate filter samples collected at the 296-C-006 stack. The SAS vapor team used the non-electrical vapor sampling (NEVS) system to collect samples of the air, gases, and vapors from the 296-C-006 stack. The SAS vapor team collected and analyzed these samples for Lockheed Martin Hanford Corporation (LMHC) and Tank Waste Remediation System (TWRS) in accordance with the sampling and analytical requirements specified in the Waste Retrieval Sluicing System Vapor Sampling and Analysis Plan (SAP) for Evaluation of Organic Emissions, Process Test Phase III, HNF-4212, Rev. 0-A, (LMHC, 1999). All samples were stored in a secured Radioactive Materials Area (RMA) until the samples were radiologically released and received by SAS for analysis. The Waste Sampling and Characterization Facility (WSCF) performed the radiological analyses. The samples were received on April 5, 1999.

  7. Tank vapor sampling and analysis data package for tank 241-C-106 waste retrieval sluicing system process test phase III, sampled March 28, 1999

    This data package presents sampling data and analytical results from the March 28, 1999, vapor sampling of Hanford Site single-shell tank 241-C-106 during active sluicing. Samples were obtained from the 296-C-006 ventilation system stack and ambient air at several locations. Characterization Project Operations (CPO) was responsible for the collection of all SUMMATM canister samples. The Special Analytical Support (SAS) vapor team was responsible for the collection of all triple sorbent trap (TST), sorbent tube train (STT), polyurethane foam (PUF), and particulate filter samples collected at the 296-C-006 stack. The SAS vapor team used the non-electrical vapor sampling (NEVS) system to collect samples of the air, gases, and vapors from the 296-C-006 stack. The SAS vapor team collected and analyzed these samples for Lockheed Martin Hanford Corporation (LMHC) and Tank Waste Remediation System (TWRS) in accordance with the sampling and analytical requirements specified in the Waste Retrieval Sluicing System Vapor Sampling and Analysis Plan (SAP) for Evaluation of Organic Emissions, Process Test Phase III, HNF-4212, Rev. 0-A, (LMHC, 1999). All samples were stored in a secured Radioactive Materials Area (RMA) until the samples were radiologically released and received by SAS for analysis. The Waste Sampling and Characterization Facility (WSCF) performed the radiological analyses. The samples were received on April 5, 1999

  8. Interim safety equipment list for 241-C-106 waste retrieval, project W-320

    The purpose of this supporting document is to provide safety classifications for systems, structures, and components of the Tank 241-C-106 Waste Retrieval Sluicing System (WRSS) and to document the methodology used to develop these safety classifications. The WRSS requires two transfer lines, one to carry sluiced waste slurry to tank 241-AY-102 and the other to return supernatant to tank 241-C-106; pumps in each tank; sluicers to direct the supernatant stream inside tank 241-C-106; a slurry distributor in tank 241-AY-102; heating, ventilation, and air conditioning for tank 241-C-106; and instrumentation and control devices

  9. Acceptance test report for the Tank 241-C-106 in-tank imaging system

    This document presents the results of Acceptance Testing of the 241-C-106 in-tank video camera imaging system. The purpose of this imaging system is to monitor the Project W-320 sluicing of Tank 241-C-106. The objective of acceptance testing of the 241-C-106 video camera system was to verify that all equipment and components function in accordance with procurement specification requirements and original equipment manufacturer's (OEM) specifications. This document reports the results of the testing

  10. Preliminary safety evaluation for 241-C-106 waste retrieval, project W-320

    Conner, J.C.

    1994-10-18

    This document presents the Preliminary Safety Evaluation for Project W-320, Tank 241-C-106 Waste Retrieval Sluicing System (WRSS). The US DOE has been mandated to develop plans for response to safety issues associated with the waste storage tanks at the Hanford Site, and to report the progress of implementing those plans to Congress. The objectives of Project W-230 are to design, fabricate, develop, test, and operate a new retrieval system capable of removing a minimum of about 75% of the high-heat waste contained in C-106. It is anticipated that sluicing operations can remove enough waste to reduce the remaining radiogenic heat load to levels low enough to resolve the high-heat safety issue as well as allow closure of the tank safety issue.

  11. Preliminary safety evaluation for 241-C-106 waste retrieval, project W-320

    This document presents the Preliminary Safety Evaluation for Project W-320, Tank 241-C-106 Waste Retrieval Sluicing System (WRSS). The US DOE has been mandated to develop plans for response to safety issues associated with the waste storage tanks at the Hanford Site, and to report the progress of implementing those plans to Congress. The objectives of Project W-230 are to design, fabricate, develop, test, and operate a new retrieval system capable of removing a minimum of about 75% of the high-heat waste contained in C-106. It is anticipated that sluicing operations can remove enough waste to reduce the remaining radiogenic heat load to levels low enough to resolve the high-heat safety issue as well as allow closure of the tank safety issue

  12. Radiological and toxicological analyses of tank 241-AY-102 and tank 241-C-106 ventilation systems

    Himes, D.A.

    1998-08-11

    The high heat content solids contained in Tank 241-C-106 are to be removed and transferred to Tank 241-AY-102 by sluicing operations, to be authorized under project W320. While sluicing operations are underway, the state of these tanks will be transformed from unagitated to agitated. This means that the partition fraction which describes the aerosol content of the head space will increase from IE-10 to IE-8 (see WHC-SD-WM-CN062, Rev. 2 for discussion of partition fractions). The head spare will become much more loaded with suspended material. Furthermore, the nature of this suspended material can change significantly: sluicing could bring up radioactive solids which normally would lay under many meters of liquid supernate. It is assumed that the headspace and filter aerosols in Tank 241-AY-102 are a 90/10 liquid/solid split. It is further assumed that the sluicing line, the headspace in Tank 241-C-106, and the filters on Tank 241-C-106 contain aerosols which are a 67/33 liquid/solid split. The bases of these assumptions are discussed in Section 3.0. These waste compositions (referred to as mitigated compositions) were used in Attachments 1 through 4 to calculate survey meter exposure rates per liter of inventory in the various system components. Three accident scenarios are evaluated: a high temperature event which melts or burns the HEPA filters and causes releases from other system components; an overpressure event which crushes and blows out the HEPA filters and causes releases from other system components; and an unfiltered release of tank headspace air. The initiating event for the high temperature release is a fire caused by a heater malfunction inside the exhaust dust or a fire outside the duct. The initiating event for the overpressure event could be a steam bump which over pressurizes the tank and leads to a blowout of the HEPA filters in the ventilation system. The catastrophic destruction of the HEPA filters would release a fraction of the accumulated

  13. Radiological and toxicological analyses of tank 241-AY-102 and tank 241-C-106 ventilation systems

    The high heat content solids contained in Tank 241-C-106 are to be removed and transferred to Tank 241-AY-102 by sluicing operations, to be authorized under project W320. While sluicing operations are underway, the state of these tanks will be transformed from unagitated to agitated. This means that the partition fraction which describes the aerosol content of the head space will increase from IE-10 to IE-8 (see WHC-SD-WM-CN062, Rev. 2 for discussion of partition fractions). The head spare will become much more loaded with suspended material. Furthermore, the nature of this suspended material can change significantly: sluicing could bring up radioactive solids which normally would lay under many meters of liquid supernate. It is assumed that the headspace and filter aerosols in Tank 241-AY-102 are a 90/10 liquid/solid split. It is further assumed that the sluicing line, the headspace in Tank 241-C-106, and the filters on Tank 241-C-106 contain aerosols which are a 67/33 liquid/solid split. The bases of these assumptions are discussed in Section 3.0. These waste compositions (referred to as mitigated compositions) were used in Attachments 1 through 4 to calculate survey meter exposure rates per liter of inventory in the various system components. Three accident scenarios are evaluated: a high temperature event which melts or burns the HEPA filters and causes releases from other system components; an overpressure event which crushes and blows out the HEPA filters and causes releases from other system components; and an unfiltered release of tank headspace air. The initiating event for the high temperature release is a fire caused by a heater malfunction inside the exhaust dust or a fire outside the duct. The initiating event for the overpressure event could be a steam bump which over pressurizes the tank and leads to a blowout of the HEPA filters in the ventilation system. The catastrophic destruction of the HEPA filters would release a fraction of the accumulated

  14. Structural analysis of Hanford's single-shell 241-C-106 tank a first step toward waste-tank remediation

    The buried single-shell waste tank 241-C-106, located at the U.S. Department of Energy's Hanford Site, has been a repository for various liquid radioactive waste materials since its construction in 1943. A first step toward waste tank remediation is demonstrating that remediation activities can be performed safely. Determination of the current structural capacity of this high-heat tank is an important element in this assessment. A structural finite-element model of tank 241-C-106 has been developed to assess the tank's structural integrity with respect to in situ conditions and additional remediation surface loads. To predict structural integrity realistically, the model appropriately addresses two complex issues: (1) surrounding soil-tank interaction associated with thermal expansion cycling and surcharge load distribution and (2) concrete-property degradation and creep resulting from exposure to high temperatures generated by the waste. This paper describes the development of the 241-C-106 structural model, analysis methodology, and tank-specific structural acceptance criteria

  15. Engineering Task Plan for Tank 241-C-106 contingency chiller definitive design

    This document identifies the scope, cost, schedule and responsible organizations for completing a design of a contingency ventilation inlet air cooling system for Tank 241-C-106. The air cooling system, described in Rensink (1995), consists of a chiller, cooling coils, and supporting equipment that, when installed will be capable of assuring that the waste temperatures in Tank 241-C-106 are maintained within acceptable limits for safe storage. The effort described herein is scheduled for completion by May 31, 1995 to support Performance Based Incentive (PBI) Milestone SI-2x

  16. Project W-320, 241-C-106 sluicing: Piping calculations. Volume 4

    This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of support is evaluated for the maximum loads to which this type of supports are subjected. These loads are obtained from the AutoPipe analysis and used to check the structural adequacy of these supports

  17. Project W-320, 241-C-106 sluicing: Piping calculations. Volume 4

    Bailey, J.W.

    1998-07-24

    This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of support is evaluated for the maximum loads to which this type of supports are subjected. These loads are obtained from the AutoPipe analysis and used to check the structural adequacy of these supports.

  18. Project W-320, 241-C-106 sluicing: Piping calculations. Volume 8

    This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the hydraulic analysis on the slurry line and the supernate line for W-320. This calculation will use the As-Built conditions of the slurry line and the supernate line. Booster Pump Curves vs System Curves shall be generated for the supernate system and the slurry system

  19. Project W-320, 241-C-106 sluicing electrical calculations, Volume 2

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. These calculations are required: To determine the power requirements needed to power electrical heat tracing segments contained within three manufactured insulated tubing assemblies; To verify thermal adequacy of tubing assembly selection by others; To size the heat tracing feeder and branch circuit conductors and conduits; To size protective circuit breaker and fuses; and To accomplish thermal design for two electrical heat tracing segments: One at C-106 tank riser 7 (CCTV) and one at the exhaust hatchway (condensate drain). Contents include: C-Farm electrical heat tracing; Cable ampacity, lighting, conduit fill and voltage drop; and Control circuit sizing and voltage drop analysis for the seismic shutdown system

  20. Project W-320, 241-C-106 sluicing HVAC calculations, Volume 4

    Bailey, J.W.

    1998-07-30

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. The report contains the following design calculations: Cooling load in pump pit 241-AY-102; Pressure relief seal loop design; Process building piping stress analysis; Exhaust skid maximum allowable leakage criteria; and Recirculation heat, N509 duct requirements.

  1. Project W-320, 241-C-106 sluicing HVAC calculations, Volume 4

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. The report contains the following design calculations: Cooling load in pump pit 241-AY-102; Pressure relief seal loop design; Process building piping stress analysis; Exhaust skid maximum allowable leakage criteria; and Recirculation heat, N509 duct requirements

  2. Project W-320, 241-C-106 sluicing electrical calculations, Volume 2

    Bailey, J.W.

    1998-08-07

    This supporting document has been prepared to make the FDNW calculations for Project W-320, readily retrievable. These calculations are required: To determine the power requirements needed to power electrical heat tracing segments contained within three manufactured insulated tubing assemblies; To verify thermal adequacy of tubing assembly selection by others; To size the heat tracing feeder and branch circuit conductors and conduits; To size protective circuit breaker and fuses; and To accomplish thermal design for two electrical heat tracing segments: One at C-106 tank riser 7 (CCTV) and one at the exhaust hatchway (condensate drain). Contents include: C-Farm electrical heat tracing; Cable ampacity, lighting, conduit fill and voltage drop; and Control circuit sizing and voltage drop analysis for the seismic shutdown system.

  3. Acceptance test procedure, 241-SY-101/241-C-106 shot loading system

    This Acceptance Test Procedure is for the 241-SY-101/241-C-106 Shot Loading System. The procedure will test the components of the Shot Loading System and its capability of adequately loading shot into the annular space of the Container. The loaded shot will provide shielding as required for transporting and storage of a contaminated pump after removal from the tank. This test serves as verification that the SLS is acceptable for use in the pump removal operations for Tanks 241-SY-101, 241-C-106 and 241-AY-102. The pump removal operation for these three tanks will be performed by two different organizations with different equipment, but the Shot Loading System will be compatible between the two operations

  4. Hanford Tank 241-C-106: Residual Waste Contaminant Release Model and Supporting Data

    Deutsch, William J.; Krupka, Kenneth M.; Lindberg, Michael J.; Cantrell, Kirk J.; Brown, Christopher F.; Schaef, Herbert T.

    2005-06-03

    CH2M HILL is producing risk/performance assessments to support the closure of single-shell tanks at the DOE's Hanford Site. As part of this effort, staff at PNNL were asked to develop release models for contaminants of concern that are present in residual sludge remaining in tank 241-C-106 (C-106) after final retrieval of waste from the tank. This report provides the information developed by PNNL.

  5. Tank 241-C-106 vapor sampling and analysis tank characterization report

    This report presents the details of the Hanford waste tank characterization study for tank 241-C-106. The drivers and objectives of the headspace vapor sampling and analysis were in accordance with procedures that were presented in other reports. The vapor and headspace gas samples were collected and analyzed to determine the potential risks to tank farm workers due to fugitive emissions from the tank

  6. Hanford Tank 241-C-106: Residual Waste Contaminant Release Model and Supporting Data

    CH2M HILL is producing risk/performance assessments to support the closure of single-shell tanks at the DOE's Hanford Site. As part of this effort, staff at PNNL were asked to develop release models for contaminants of concern that are present in residual sludge remaining in tank 241-C-106 (C-106) after final retrieval of waste from the tank. This report provides the information developed by PNNL

  7. Calculation note: project W-320 primary ventilation air flow requirements for mitigation of steady state flammable gas concentrations in the headspaces of tanks 241-C-106 and 241-AY-102

    This calculation note analyzes headspace concentrations of hydrogen dependent upon assumed ventilation flow rates provided for tanks 241-C-106 and 241-AY-102. The analyses are based on measured or estimated steady state hydrogen release rates. Tank 241-C-106 is analyzed prior to sluicing; tank 241-AY-102 is analyzed both prior to and after completion of sluicing. Specific analyses, using both best estimated and bounding hydrogen generation rates, include the minimum primary ventilation flow rates required in the tanks to ensure that the steady state hydrogen concentration in the respective tank headspace does not exceed 25% and 100% of the LFL. The headspace hydrogen concentration as a function of time as well as the time required to reach 25% and 100% of LFL upon complete loss of active ventilation, starting from the steady state hydrogen concentration based on a 200 CFM minimum flow rate in tank 241-C-106 and a 100 CFM minimum flow rate in tank241-AY-102. The headspace hydrogen concentration as a function of thee following partial loss of active ventilation (i.e., step changes to l60, l20, 80, and 40 CFM ventilation flow rates) in tank 241-C-106, staffing from a 200 CFM flow rate and the corresponding steady state hydrogen concentration based on the 200 CFM flow rate. The headspace hydrogen concentration as a function of the following partial loss of active ventilation i.e., step changes to 80, 60, 40, and 20 CFM ventilation flow rates) in tank 241-AY-102, starting from a 100 CFM flow rate and the corresponding steady state hydrogen concentration based on the 100 CFM flow rate

  8. An assessment of the potential for a steam bump in Hanford Waste Tank 241-C-106

    This document is a preliminary assessment of the potential for a ''steam bump'' in Tank 241-C-106. The assessment is based on currently available data from significant transients which occurred in Tank C-106. Recommendations are made for additional data needs to clarify the current behavior of this tank. General criteria are provided for making decisions on removing or returning to work restrictions on Tank Farm operations. Also provided are additional actions which should be taken on C-106 to manage tank heat removal

  9. Tank characterization report for single-shell tank 241-C-106

    Schreiber, R.D.

    1996-09-25

    This tank characterization report summarizes information on the historical uses, current status, and sampling and analysis results of waste stored in single-shell underground tank 241-C-106. This report supports the requirements of the Hanford Federal Facility Agreement and Consent Order, Milestone M-44-09 (Ecology et al. 1996). Tank 241-C-106 is the only tank on the High-Heat Load Watch List. As a result of the analyses addressed by this report, the supernate and upper 60 percent of the sludge in the tank do not pose any safety concerns in addition to the high-heat load issue based on the decision limits of the safety screening data quality objective (DQO) (Dukelow et al. 1995). The lower 40 percent of the sludge was not sampled; therefore, no statements regarding the safety of this waste can be made. A portion of the tank sludge is scheduled to be retrieved in fiscal year 1997 in order to mitigate the high-heat load in the tank.

  10. Type B Investigation Report for 241-SY-101 Pump Start and 241-C-106 Pit Cleanout

    Ewalt, J.R.

    1993-09-01

    In accordance with the direction of the Department of Energy (DOE) Manager, Richland Operations Office, a Type ``B`` investigation in accordance with the DOE Order 5484.1, Environmental Protection, Safety and Health Protection Information Reporting Requirements, has been conducted. The scope of the investigation included two events: The ``Inadvertent Mixer Pump Operation at 241-SY-101`` (RL-WHC-TANK FARM-1993-069); ``Inadequate Work Control Results in Personnel Skin Contamination at 241-C-106, Pit B`` (RL-WHC-TANK FARM-1993-071) events. Additionally, at the request of the President of the WHC, a broader investigation into Waste Tank Farm ``safety practices`` and ``Conduct of Operations`` was also conducted. The review was focused on (1) WHC organizations performing operations, maintenance, and radiological safety tasks; and (2) KEH organizations performing major maintenance tasks.

  11. Hanford Tank 241-C-106: Residual Waste Contaminant Release Model and Supporting Data

    Deutsch, William J.; Krupka, Kenneth M.; Lindberg, Michael J.; Cantrell, Kirk J.; Brown, Christopher F.; Schaef, Herbert T.

    2007-05-23

    This report was revised in May 2007 to correct values in Section 3.4.1.7, second paragraph, last sentence; 90Sr values in Tables 3.22 and 3.32; and 99Tc values Table 4.3 and in Chapter 5. In addition, the tables in Appendix F were updated to reflect corrections to the 90Sr values. The rest of the text remains unchanged from the original report issued in May 2005. CH2M HILL is producing risk/performance assessments to support the closure of single-shell tanks at the DOE's Hanford Site. As part of this effort, staff at PNNL were asked to develop release models for contam¬inants of concern that are present in residual sludge remaining in tank 241-C-106 (C-106) after final retrieval of waste from the tank. This report provides the information developed by PNNL.

  12. Hanford Tank 241-C-106: Residual Waste Contaminant Release Model and Supporting Data

    This report was revised in May 2007 to correct values in Section 3.4.1.7, second paragraph, last sentence; 90Sr values in Tables 3.22 and 3.32; and 99Tc values Table 4.3 and in Chapter 5. In addition, the tables in Appendix F were updated to reflect corrections to the 90Sr values. The rest of the text remains unchanged from the original report issued in May 2005. CH2M HILL is producing risk/performance assessments to support the closure of single-shell tanks at the DOE's Hanford Site. As part of this effort, staff at PNNL were asked to develop release models for contaminants of concern that are present in residual sludge remaining in tank 241-C-106 (C-106) after final retrieval of waste from the tank. This report provides the information developed by PNNL.

  13. Action plan for response to excessive temperature in high heat source waste tank 241-C-106 at the Hanford site. Revision 1

    This action plan identifies the responses that shall be implemented if anomalies in temperature measurements, or conditions that could lead to temperature anomalies (such as a leaking tank), are observed in tank 241-C-106 of the Hanford site C Tank Farm. This plan also summarizes (1) the criteria and specification limits required for ensuring that tank 241-C-106 is maintained in a safe condition; (2) the responsible organizations for tank 241-C-106; and (3) response actions to prevent or mitigate safety concerns. The main safety concern unique to tank 241-C-106 is the temperature rise due to heat generation by the waste content

  14. Uncertainties in the measured quantities of water leaving waste Tank 241-C-106 via the ventilation system

    The purpose of this analysis is to estimate the uncertainty in the measured quantity of water which typically leaves Tank 241-C-106 via the ventilation system each month. Such measurements are essential for heat removal estimation and tank liquid level verification purposes. The uncertainty associated with the current, infrequent, manual method of measurement (involves various psychrometric and pressure measurements) is suspected to be unreasonably high. Thus, the possible reduction of this uncertainty using a continuous, automated method of measurement will also be estimated. There are three major conclusions as a result of this analysis: (1) the uncertainties associated with the current (infrequent, manual) method of measuring the water which typically leaves Tank 241-C-106 per month via the ventilation system are indeed quite high (80% to 120%); (2) given the current psychrometric and pressure measurement methods and any tank which loses considerable moisture through active ventilation, such as Tank 241-C-106, significant quantities of liquid can actually leak from the tank before a leak can be positively identified via liquid level measurement; (3) using improved (continuous, automated) methods of taking the psychrometric and pressure measurements, the uncertainty in the measured quantity of water leaving Tank 241-C-106 via the ventilation system can be reduced by approximately an order of magnitude

  15. Hanford Tank 241-C-106: Impact of Cement Reactions on Release of Contaminants from Residual Waste

    Deutsch, William J.; Krupka, Kenneth M.; Lindberg, Michael J.; Cantrell, Kirk J.; Brown, Christopher F.; Schaef, Herbert T.

    2006-09-01

    The CH2M HILL Hanford Group, Inc. (CH2M HILL) is producing risk/performance assessments to support the closure of single-shell tanks at the U.S. Department of Energy's Hanford Site. As part of this effort, staff at Pacific Northwest National Laboratory were asked to develop release models for contaminants of concern that are present in residual sludge remaining in tank 241-C-106 (C-106) after final retrieval of waste from the tank. Initial work to produce release models was conducted on residual tank sludge using pure water as the leaching agent. The results were reported in an earlier report. The decision has now been made to close the tanks after waste retrieval with a cementitious grout to minimize infiltration and maintain the physical integrity of the tanks. This report describes testing of the residual waste with a leaching solution that simulates the composition of water passing through the grout and contacting the residual waste at the bottom of the tank.

  16. Tank 241C106 structural evaluation in support of Project W320 retrieval

    Tank 241C106 structural evaluation to support W320. It includes ACI code input and riser evaluations. This work uses the in situ conditions established by Julyk to develop a three-dimensional model of the tank. Non-axisymmetric loads associated with retrieval activities are applied to assess their influence on structural integrity of the tank. This study addresses loads associated with normal opertion and credible accident scenarios. The concrete structure of tank C106 is classified as a Safety Class I non-reactor structure in accordance with the definition given in SDC 4.1. The operating specifications document (OSD) limits applicable to tank C106 include a live load limit for the C Tank Farm of 100 tons. For the technical basis of this limit, the OSD references SD-RE-TI-012, which qualifies the 100 tons as that distributed over a 10-ft radius. However, there is no specification for a uniform live load that would accompany natural hazard phenomena such as snow or ash fall. There is no specific guidance on crane loads applied at the surface outside the tank radius. Further, there is no record of any seismic analysis of tanks in the C Tank Farm. The analysis documented in this report evaluates nonseismic conditions that include a concentrated live load, a uniform live load, and a crane load, in addition to the in situ loads. The model documented in this study also is used to provide the nonseismic stress contribution to the seismic load combination documented by Wallace

  17. Seismic evaluation of Tank 241C106 in support of retrieval activities

    Tank 241C106 (C106) is a domed, single-shell high-level waste storage tank that has been in service in the 200 East Area of the Hanford Site since 1947. Tank C106 is one of twelve tanks in a 4 x 3 array with a 100-ft center-to-center spacing. Each of the tanks is approximately 75 ft in diameter, 24-ft high at the haunch, and 33-ft high at the dome apex. The level of waste in C106 and the associated thermal environment have varied throughout the life of the tanks with the peak temperature in the concrete reaching approximately 300 F at the base of the tank in the mid-1970's (Bander 1992). The calculated peak temperature in the concrete has decreased since that time to approximately 200 F. The peak temperature occurs at the inside bottom of the tank; concrete temperatures in the wall and dome are less than 130 F. The waste inside the tank is primarily solid matter approximately 7- to 8-ft deep. The tank is completely buried in dry, sandy soil to a depth of approximately 6 ft at the dome apex. The in situ evaluation of C106 documented in July 1994 includes only the effects of gravity and thermal loads. A preliminary seismic evaluation of C106 considering only horizontal excitation demonstrated the finite-element program SASSI (A System for Analysis of Soil-Structure Interaction) and provided an estimate of seismic effects including soil-to-structure interaction. This final seismic evaluation expands on the preliminary seismic evaluation to include further verification and refinement of analysis parameters, quantification to tank-to-tank and waste-to-tank interaction, and examination of the effects of vertical seismic excitation. The concrete structure of tank C106 is classified as a Safety Class 1 non-reactor structure

  18. Safety equipment list for 241-C-106 waste retrieval, Project W-320: Revision 1

    Conner, J.C.

    1994-11-15

    The goals of the C-106 sluicing operation are: (1) to stabilize the tank by reducing the heat load in the tank to less than 42 MJ/hr (40,000 Btu/hour), and (2) to initiate demonstration of single-shell tank (SST) retrieval technology. The purpose of this supporting document (SD) is as follows: (1) to provide safety classifications for items (systems, structures, equipment, components, or parts) for the waste retrieval sluicing system (WRSS), and (2) to document and methodology used to develop safety classifications. Appropriate references are made with regard to use of existing systems, structures, equipments, components, and parts for C-106 single-shell transfer tank located in the C Tank Farm, and 241-AY-102 (AY-102) double shell receiver tanks (DST) located in the Aging Waste Facility (AWF). The Waste Retrieval Sluicing System consists of two transfer lines that would connect the two tanks, one to carry the sluiced waste slurry to AY-102, and the other to return the supernatant liquid to C-106. The supernatant, or alternate fluid, will be used to mobilize waste in C-106 for the sluicing process. The equipment necessary for the WRSS include pumps in each tank, sluicers to direct the supernatant stream in C-106, a slurry distributor in AY-102, HVAC for C-106, instrumentation and control devices, and other existing components as required.

  19. Safety equipment list for 241-C-106 waste retrieval, Project W-320: Revision 1

    The goals of the C-106 sluicing operation are: (1) to stabilize the tank by reducing the heat load in the tank to less than 42 MJ/hr (40,000 Btu/hour), and (2) to initiate demonstration of single-shell tank (SST) retrieval technology. The purpose of this supporting document (SD) is as follows: (1) to provide safety classifications for items (systems, structures, equipment, components, or parts) for the waste retrieval sluicing system (WRSS), and (2) to document and methodology used to develop safety classifications. Appropriate references are made with regard to use of existing systems, structures, equipments, components, and parts for C-106 single-shell transfer tank located in the C Tank Farm, and 241-AY-102 (AY-102) double shell receiver tanks (DST) located in the Aging Waste Facility (AWF). The Waste Retrieval Sluicing System consists of two transfer lines that would connect the two tanks, one to carry the sluiced waste slurry to AY-102, and the other to return the supernatant liquid to C-106. The supernatant, or alternate fluid, will be used to mobilize waste in C-106 for the sluicing process. The equipment necessary for the WRSS include pumps in each tank, sluicers to direct the supernatant stream in C-106, a slurry distributor in AY-102, HVAC for C-106, instrumentation and control devices, and other existing components as required

  20. Vapor space characterization of waste tank 241-C-106: Results from samples collected on February 15, 1994

    This document presents the details of the inorganic and organic analysis that was performed on samples from the headspace of Hanford waste tank 241-C-106. The results described were obtained to support the safety and toxicological evaluations. A summary of the results for the inorganic and organic analytes is included, as well as, a detailed description of the results which appears in the text

  1. Structural analysis of the equipment removal system for tanks 241C106 and 241AY102

    The calculations documented in this report show that the ERS major components are structurally qualified to complete the objective: install the removed equipment into a shipping container, transport and store the container at the Central Waste Complex (CWC). The analysis for the structural members of the ERS components considers live load with an impact factor of 125% and dead load. An allowable stress of 1/3 yield is used for all structural components carrying the load based on DOE-RL-92-36. Adherence to DOE-RL-92-36 is not a code requirement. However, due to the loads considered, this factor of safety is appropriate. The calculations meet the strength requirements of the American Institute for Steel Construction (AISC 1989) for all non-critical structural elements

  2. Monitoring gas retention and slurry transport during the transfer of waste from Tank 241-C-106 to Tank 241-AY-102

    The retained gas volume can be estimated by several methods. All of these methods have significant uncertainties, but together they form a preponderance of evidence that describes the gas retention behavior of the tank. The methods are (1) an increase in nonconvective layer thickness; (2) a waste surface level rise (surface level effect [SLE] model); (3) the barometric pressure effect (BPE model); (4) direct void measurement; and (5) the consequences of the transfer process. The nonconvective layer thickness can be determined with sufficient accuracy to describe the overall waste configuration by means of temperature profiles or densitometer indications. However, the presence of a nonconvective layer does not necessarily indicate significant gas retention, and small changes in layer thickness that could quantify gas retention cannot be detected reliably with the methods available. The primary value of this measurement is in establishing the actual open-quotes fluffing factorclose quotes for thermal calculations. Surface level rise is not a useful measure of gas retention in Tank 241-C-106 (C-106) since the waste level fluctuates with regular makeup water additions. In Tank 241-AY-102 (AY-102) with the existing ventilation system it should be possible to determine the gas retention rate within 30-60% uncertainty from the surface level rise, should a significant rise be observed. The planned ventilation system upgrades in AY- 102 will greatly reduce the exhaust flow and the headspace humidity, and the evaporation rate should be significantly lower when transfers begin. This could reduce the uncertainty in gas retention rate estimates to around ± 10%

  3. Chemical and chemically-related considerations associated with sluicing tank C-106 waste to tank AY-102

    New data on tank 241-C-106 were obtained from grab sampling and from compatibility testing of tank C-106 and tank AY-102 wastes. All chemistry-associated and other compatibility Information compiled in this report strongly suggests that the sluicing of the contents of tank C-106, in accord with appropriate controls, will pose no unacceptable risk to workers, public safety, or the environment. In addition, it is expected that the sluicing operation will successfully resolve the High-Heat Safety Issue for tank C-106

  4. Aerosol characteristics in the offgas from a pilot-scale sluicing operation

    A pilot-scale study was performed to simulate conditions anticipated during sluicing operations to retrieve waste in single-shell Tank 241-C-106 at the US Department of Energy's Hanford Site in southeastern Washington. The objective of the study was to identify and characterize the potential aerosol source term at the inlet of the headspace exhaust ventilation system during sluicing operations. The information is needed to support decisions for components to be used in the full-scale operation. A secondary objective was to qualitatively evaluate the visibility during sluicing. Three simulated sluicing tests were performed in the 336 Building's quarter-scale waste tank facility located at Hanford. Scaling relationships were used to guide modifications to the quarter-scale tank to accommodate tests that simulated tank geometry, sluicing, and ventilation conditions in the full-scale tank. Simulated sluicing fluids were targeted on solid and liquid surfaces during the tests. Test conditions were monitored, and aerosol measurements were made in the offgas ventilation duct. Also during the tests, an in-tank camera was used to monitor visibility

  5. Infrastructure and adaptive management in an eco-hydrological Delta: Lessons learned from design and construction of the Haringvliet Sluices

    Linsen, Max; Mostert, Erik; van der Zaag, Pieter

    2015-04-01

    Consequences of climate change include an increase in extreme weather events in North-West Europe. The Netherlands is directly affected by these extreme events, in particular in water management practices. Large investments in infrastructure were made ever since the floods of 1953, leading to a higher level of protection against flooding from the sea and to a managed eco-hydrological Delta. Adaptive water management is presented as an approach to deal with challenges in water allocation and flood protection. One challenge to adaptive water management relates to infrastructure. Large works are often inevitable and essential in flood protection. Hydraulic infrastructure however tends to be inflexible by nature and requires a level of robustness to deliver the desired performance over time. In this study, we focus on the relation between desired performance of infrastructure and adaptation to environmental change and evolving social demands. The objective of this study is to gain an understanding of the evolution of the desired performance of water management infrastructure. This serves two purposes: an increased understanding of design and construction of existing infrastructure, and potential lessons learned for future hydraulic infrastructure in the context of adaptive management. A qualitative approach was used to evaluate over 130 reports on all stages of the design, planning and construction of the Haringvliet sluices as part of the realization of the Delta Works. The time frame is set between 1950 and 1970. The main source of information is a set of quarterly reports to the Dutch parliament, published between 1956 and 1988, and which provided detailed information on design, construction, maintenance, system behavior, policy needs, social demands and stakeholders. The original objectives of the infrastructure were reflected in its design: protection against flooding, protection against salt intrusion and discharge of water and ice - all with a desired ease of

  6. 团结水闸除险加固工程施工导流设计%Design of construction diversion for the reinforcement engineering of Tuanjie Sluice

    史广跃; 鄢涛

    2014-01-01

    根据团结水闸属Ⅱ等大(2)型水闸工程,结合闸址水文气象、地形地质条件和工程布置特点,本文介绍了水闸施工导流设计方案,并分析采用分期导流方式的原因及其优点,为类似水闸的导流设计提供参考。%Based on the meterological and hydrological and geological condeitions and the engineering layout of Tuanjie Sluice, which is the 2th grade sluice, the construction diversion design scheme of the sluice is introduced. The cause and its merits of adopting stage diversion are analyzed. It can be referred for the similar projects.

  7. Waste retrieval sluicing system data acquisition system acceptance test report

    This document describes the test procedure for the Project W-320 Tank C-106 Sluicing Data Acquisition System (W-320 DAS). The Software Test portion will test items identified in the WRSS DAS System Description (SD), HNF-2115. Traceability to HNF-2115 will be via a reference that follows in parenthesis, after the test section title. The Field Test portion will test sensor operability, analog to digital conversion, and alarm setpoints for field instrumentation. The W-320 DAS supplies data to assist thermal modeling of tanks 241-C-106 and 241-AY-102. It is designed to be a central repository for information from sources that would otherwise have to be read, recorded, and integrated manually. Thus, completion of the DAS requires communication with several different data collection devices and output to a usable PC data formats. This test procedure will demonstrate that the DAS functions as required by the project requirements stated in Section 3 of the W-320 DAS System Description, HNF-2115

  8. Process Test Evaluation Report Waste Retrieval Sluicing System Emissions Collection (Phase 1, 2 and 3)

    During sluicing of the first batch of sludge from tank 241-C-106 on November 18, 1998, an unexpected high concentration of volatile organic compounds was measured in the 296-C-006 ventilation stack. Eleven workers reported irritation related symptoms and were sent to Hanford Environmental Health Foundation (HEHF) and Kadlec Hospital for medical evaluations. No residual health effects were reported. As a result of the unexpectedly high concentrations of volatile organic compounds encountered during this November sluicing event, a phased process test designed to characterize the emission constituents was conducted on December 16, 1998, March 7, 1999, and March 28, 1999. The primary focus of this evaluation was to obtain samples of the 296-C-006 ventilation stack effluent and surrounding areas at elevated levels of volatile organic compounds initiated by sluicing. Characterization of the emission constituents was necessary to establish appropriate procedural and administrative exposure controls for continued sluicing. Additionally, this information would be used to evaluate the need for engineered equipment to mitigate any further potential chemical stack emissions. This evaluation confirms that the following actions taken during Phase I, Phase II, and Phase III of the Waste Retrieval Sluicing System Emissions Collection Process Test were conservative and appropriate for continued sluicing: Implement stack limit of 500 ppm volatile organic compounds, with lower administrative limits; Ensure worker involvement through enhanced planning; Continue using the existing fenced boundary location; Continue using pressure demand fresh air respiratory protection inside the C-Farm as recommended by Industrial Hygiene; Continue using the existing respiratory protection/ take cover requirements outside the C-Farm boundary as recommended by Industrial Hygiene; Continue using existing anti-contamination clothing; Minimize the number of workers exposed to emissions; Maintain the

  9. Structural analysis of 241C106 contingency chiller design

    As part of the Tank 24lCl06 leak contingency plan, a chiller coil is to be installed on the existing HEPA-filtered air inlet unit. A natural phenomenon-hazard analysis per SDC 4.1, Standard Architectural-Civil Design Criteria, Design Loads for Facilities, Revision 12, was performed on several components of the design using both hand calculations and COSMOS/M computer models. The design meets SOC 4.1 requirements for safety class 3 equipment

  10. PILOT SCALE STUDIES OF CLOSED-LOOP ASH SLUICING

    The paper discusses pilot scale studies of closed-loop fly ash sluicing. Chemicals leached from fly ash in wet sluicing systems can cause scaling of equipment if the sluice water is recycled. A 50 gpm (190,000 cu cm/min) pilot unit was tested at two power plants to evaluate close...

  11. Project W-320, 241-C-106 waste retrieval spare parts list

    Spare parts for equipment installed in the tank dome space or pump or valve pits should not be inventoried onsite due to the extensive, time-consuming work package planning, personnel/equipment mobilization, and funding requirements that are prerequisites to any repair or replacement. These issues provide adequate time to procure parts from offsite sources. All parts listed in this inventory can either be stocked in the DynCorp Tri-Cities Services, Inc., 2101-M Warehouse, or are available from the vendor/manufacturer

  12. Tank waste remediation system (TWRS) privatization contractor samples waste envelope D material 241-C-106

    Esch, R.A.

    1997-04-14

    This report represents the Final Analytical Report on Tank Waste Remediation System (TWRS) Privatization Contractor Samples for Waste Envelope D. All work was conducted in accordance with ''Addendum 1 of the Letter of Instruction (LOI) for TWRS Privatization Contractor Samples Addressing Waste Envelope D Materials - Revision 0, Revision 1, and Revision 2.'' (Jones 1996, Wiemers 1996a, Wiemers 1996b) Tank 241-C-1 06 (C-106) was selected by TWRS Privatization for the Part 1A Envelope D high-level waste demonstration. Twenty bottles of Tank C-106 material were collected by Westinghouse Hanford Company using a grab sampling technique and transferred to the 325 building for processing by the Pacific Northwest National Laboratory (PNNL). At the 325 building, the contents of the twenty bottles were combined into a single Initial Composite Material. This composite was subsampled for the laboratory-scale screening test and characterization testing, and the remainder was transferred to the 324 building for bench-scale preparation of the Privatization Contractor samples.

  13. Tank 241-C-106 headspace gas and vapor characterization results for samples collected in February 1994

    Significant changes have been made to all of the original vapor characterization reports. This report documents specific headspace gas and vapor characterization results for all vapor sampling events to date. In addition, changes have been made to the original vapor reports to qualify the data based on quality assurance issues associated with the performing laboratories

  14. Project W-320, 241-C-106 waste retrieval spare parts list

    Hays, W.H.

    1998-03-23

    Spare parts for equipment installed in the tank dome space or pump or valve pits should not be inventoried onsite due to the extensive, time-consuming work package planning, personnel/equipment mobilization, and funding requirements that are prerequisites to any repair or replacement. These issues provide adequate time to procure parts from offsite sources. All parts listed in this inventory can either be stocked in the DynCorp Tri-Cities Services, Inc., 2101-M Warehouse, or are available from the vendor/manufacturer.

  15. Model tests on influence of combined construction of sluices and pump stations on estuarine navigation%闸站合建枢纽对河口通航影响的模型试验

    王法猛; 傅宗甫; 吕家才; 刘明明

    2012-01-01

    为了改善河口平面闸站合建枢纽水闸出流时容易在闸下河道内出现主流集中、偏流、回流,外河航道内横向流速大等问题,提出了在消力池下游海漫段设置八字形低坎的整流措施.基于平面闸站合建枢纽水力学模型试验,对有、无整流措施两种条件下闸下河道的水流流态、流速分布、特征断面流速不均匀系数以及航道内的最大横向流速进行了测试分析与比较.试验结果表明:闸下海漫段设置八字形整流低坎可以使外河入口断面流速不均匀系数从无整流措施的4.5 ~4.9降低到0.3 ~1.4,且使外河航道内的横向流速大大降低,模型试验实测的最大横向流速范围在0.30~0.50 m/s之间.外河入口断面流速不均匀系数和外河航道内横向流速的显著降低有助于河口闸站合建枢纽的通航安全,是一种简单而有效的工程措施.%In order to improve the discharge flows of a combined sluice-pump station project at estuary, that is, concentration, drift and reflux of the mainstream and increase of transverse velocity in outer river channel, a trapezoid type low ridge in the downstream apron of the stilling basin is proposed. Based on hydraulic model tests on the combined sluice-pump station project, the flow regime, velocity distribution, non-uniform coefficient of characteristic velocity and the maximum transverse velocity in the outer channel through the sluice gate with or without regulation measures are observed and compared. The test results show that the trapezoid type low ridge in the apron will make the non-uniform coefficient of the velocity at the entrance to the outer channel of 4. 5-4. 9 become 0. 3 - 1. 4, and the transverse velocity in the river greatly decreases. The observed range of the maximum transverse velocity is between 0. 3 m/s and 0. 5 m/s. The significant decrease of the non-uniform coefficient and the maximum transverse velocity may improve the effect of the

  16. Recurrence of Yuan Dynasty sluice from Zhidanyuan relics and paleostream evolution

    ZHANG Yulan; SONG jian; ZHAO Quanhong

    2003-01-01

    The excavation of Shanghai Zhidanyun relics makes the recurrence of a splendid Yuan Dynasty sluice. It is a good example for the study of Shanghai history in the Wusongjiang River irrigation, the ancient shipping and the town development. Based on the data of microfossil Pediastrum, Zygnema, Concentricystes, diatom, foraminifera and ostracods from the sediment section of the relics, the paleostream change after the construction of the sluice was guessed. The paleostream was influenced by the sea water due to the connection with the sea in the earlier stage. The upstream of the sea water was enhanced in the middle stage that was indicated by the increase of marine diatoms and foraminifera. The decrease of marine diatoms and foraminifera in abundance reflected that the connection of the paleostream with the sea was reduced, and the sea influence was decreased gradually in the later stage.

  17. Waste compatibility assessments to support project W-320

    The intent of this internal memo is to provide a recommendation for the transfer of tank 241-C-106 waste, Attachment 2, to tank 241-AY-102. This internal memo also identifies additional requirements which have been deemed necessary for safely receiving and storing the waste documented in Attachment 2 from tank 241-C-106 in tank 241-AY-102. This waste transfer is planned in support of tank 241-C-106 solids sluicing activities. Approximately 200,000 gallons of waste and flush water are expected to be pumped from tank 241-C-106 into tank 241-AY-102. Several transfers will be necessary to complete the sluicing of tank 241-C-106 solids. To assure ourselves that this waste transfer will not create any compatibility concerns, a waste compatibility assessment adhering to current waste compatibility requirements has been performed

  18. W-320 Department of Health documentation

    The purpose of this document is to gather information required to show that Project W-320 is in compliance with Washington State Department of Health requirements as specified in Radioactive Air Emissions Notice of Construction Project W-320, Tank 241-C-106 Sluicing, DOE/RL-95-45. Specifically, that W-320 is in compliance with ASME N509-1989 (Nuclear Power Plant Air-Cleaning Units and Components) and ASME N5 10-1989 (Testing of Nuclear Air Treatment Systems) for the 296-C-006 exhaust system

  19. W-320 Department of Health documentation

    Bailey, J.W.

    1998-08-07

    The purpose of this document is to gather information required to show that Project W-320 is in compliance with Washington State Department of Health requirements as specified in Radioactive Air Emissions Notice of Construction Project W-320, Tank 241-C-106 Sluicing, DOE/RL-95-45. Specifically, that W-320 is in compliance with ASME N509-1989 (Nuclear Power Plant Air-Cleaning Units and Components) and ASME N5 10-1989 (Testing of Nuclear Air Treatment Systems) for the 296-C-006 exhaust system.

  20. GRAVEL SLUICING IN ALPINE RUN-OF-RIVER HYDROPOWER PLANTS

    Helmut SCHEUERLEIN

    2001-01-01

    Deposition of coarse sediment at the entrance of a reservoir is for many reasons an undesired side effect. Besides loss of storage volume which concerns also fine sediment carried in suspension, the coarser material transported as bedload - particularly the gravel fraction - is to cause additional effects upstream as well as downstream of the reservoir. Upstream the depositions at the entrance of the reservoir may result in a backup effect at flood events with increasing risk of inundations, and downstream of the reservoir the deficiency of coarse material inevitably results in degradation of the river bed. In the frame of a real hydropower plant (Bad TOlz in Southern Bavaria) the possibility of sluicing coarse material through the reservoir towards downstream has been studied and finally realized. The sluicing process has been coupled with water level drawdown at flood events of appropriate characteristics. The sluicing action was controlled by monitoring and evaluating environmentally significant parameters (sediment concentration, etc.). The results were promising and valuable hints for further actions of this kind could be extracted.

  1. The Paleohydrology of Sluice Pond, NE Massachusetts, and its Regional Significance

    Seismic, pollen, stable isotope and lithologic stratigraphies of Sluice Pond, northeastern Massachusetts, were investigated to reconstruct local climate conditions fromthe latest Pleistocene to present. We present a new lake-level curve, constrained largely by acoustic reflectors...

  2. System design description for portable 1,000 CFM exhauster Skids POR-007/Skid E and POR-008/Skid F

    The primary purpose of the two 1,000 CFM Exhauster Skids, POR-007-SKID E and POR-008-SKID F, is to provide backup to the waste tank primary ventilation systems for tanks 241-C-106 and 241-AY-102, and the AY-102 annulus in the event of a failure during the sluicing of tank 241-C-106 and subsequent transfer of sluiced waste to 241-AY-102. This redundancy is required since both of the tank ventilation systems have been declared as Safety Class systems

  3. System design description for portable 1,000 CFM exhauster Skids POR-007/Skid E and POR-008/Skid F

    Nelson, O.D.

    1998-07-25

    The primary purpose of the two 1,000 CFM Exhauster Skids, POR-007-SKID E and POR-008-SKID F, is to provide backup to the waste tank primary ventilation systems for tanks 241-C-106 and 241-AY-102, and the AY-102 annulus in the event of a failure during the sluicing of tank 241-C-106 and subsequent transfer of sluiced waste to 241-AY-102. This redundancy is required since both of the tank ventilation systems have been declared as Safety Class systems.

  4. Discussion on Monitoring Scheme of Boat Entering Restricted Sluice Zone%水闸禁区船只闯入监测方案探讨

    王翔

    2013-01-01

    The restricted sluice zone must be monitored automatically to avoid safety problem which is caused by boat entering. Outlining the common alarm technology outside and the camera technology, according to the special geographical environment and working characteristics of the sluice, the article makes a comparison of application about the infrared radiation, the microwave radiation, the vibration-cable and the laser radar. On this basis, the article points forward the security system architecture from the front-end equipment, the transmission equipment, the control equipment and the terminal equipment, so as to achieve a variety of functions like the sluice area being round-the-clock 24 hours monitored, and then, to complete the security architecture of the boat into the restricted sluice zone beforehand prevention and post processing, and to do the help of the safe sluice construction.%  水闸附近过往的船只误入水闸禁区会带来安全问题,必须进行自动监测。分析常见的户外监测报警和摄像技术,根据水闸的特殊地理环境和工作特点,对红外对射、微波对射、震动电缆和激光雷达4种探测方式在实践中的运用进行比较。在此基础上,从前端、传输、控制和终端设备4个方面,提出水闸禁区船只闯入监测安防系统设置的要点,并选择激光雷达和热红外摄像机作为探测及摄像设备,以实现水闸禁区全天候24 h监控,完成对船只闯入水闸禁区事先预防和事后处理的安防体系架构,实现自动监测。

  5. PERBANDINGAN EFEKTIFITAS HASIL PENGGELONTORAN SEDIMEN DI WADUK CARA FLUSHING DAN SLUICING

    Pranoto S. Atmodjo

    2013-10-01

    Full Text Available This study compares the effectiveness of the flushing of sediment in the reservoir by means of flushing andSluicing way, based on Physical Hydraulic Test (Model Test in the laboratory. Flushing is removingaccumulated deposited sediment. While slucing is releasing of sediment through the reservoir beforesettled or keep sediment remain in suspension and its occur during flood period. Sediments FlushEffectiveness represented by the percentage of released sediment by sediment deposited or the amount ofsediment entering the reservoir during the flushing period.The model based on the prototipe from DetailDesign of Structural Countermeasures for Sedimentation on Wonogiri Reservoir by Nippon Koei 2009.Running model duration is one hour, used free flow and submergence condition, with discharge variationQ=100, 200 and 400 m3/s. Sluicing experiments conducted with some 60 liters of sediment sprinkle evenlywide flow, and Flushing implemented by 2,00 m thickness of deposited sediment that spreaded over thereservoir bottom before running. From this research showed that Sluicing way more efficient than theflushing way, where the number of efficiency of sediment Sluicing way bigger than the efficiency offlusing way, in the running an hour in the laboratory test

  6. A Siltation Simulation and Desiltation Measurement Study Downstream of the Suzhou Creek Sluice, China

    季永兴; 杨绯; 张汉云; 卢永金

    2013-01-01

    The Suzhou Creek Sluice is currently the largest underwater plain gate in the world, with a single span of 100 m. It is located in a tidal estuary at the junction of the Huangpu River and Suzhou Creek in Shanghai, China. In this study, physical and 2D vertical mathematical models were used to investigate and distinguish the mechanism of siltation downstream of an underwater plain gate from that of other gates types. According to quantitative data obtained by site investigation and the application of the physical hydrodynamic models, it was found that the characteristics of the tidal estuary as well as the fact that the sluice span is equal to the creek width are the major reasons contributing to siltation. A possible desiltation treatment system is proposed for the underwater plain gate. The system includes selection of a suitable location that allows the determination of a reasonable top elevation of the sluice floor, reserving sufficient space under the gate to accommodate siltation, setting up a mechanical desiltation system, and flushing silt along with overflow over the top of the gate. Furthermore, on-site hydraulic silt flushing experiments and a topography survey were conducted. These results showed that the measurement system is effective, and by maintaining this scheduled operation once a month, the downstream riverbed has been maintained in a good condition.

  7. Seismic Analysis of Sluice Structures and Foundation System Based on ANSYS%基于ANSYS的水闸-地基体系抗震分析

    麻媛

    2014-01-01

    在结构-地基体系动力有限元研究的基础上,针对闸底板结构特殊、受力条件复杂使得其抗震稳定分析难度较大的问题,以某水闸工程为例,考虑地震动水压力作用、闸室结构的空间耦联及闸室结构与地基相互作用的影响,利用通用有限元软件ANSYS对闸室与地基整体结构进行了抗震计算,并对比分析了反应谱法与时程分析法动力计算结果,同时对该水闸的安全稳定性进行了评价。结果表明,闸底板的转折部位承受拉应力较大,配筋及实际施工过程中应予以重点关注。反应谱法与时程分析法的动力分析结果具有一致性,但反应谱法对地基承载力计算的结果比时程分析的结果保守。%Based on structure and foundation system dynamic element study,the seismic response of a sluice structure and foundation system is con-ducted by the finite element software for solving seismic stability difficultly because of special floor structure and complex stress conditions. The effect of seismic water pressure,spatial coupling of sluice structure and the interaction of structure and foundation are considered. The results of ob-tained by the response spectrum method and the time history analysis are compared,meanwhile the security and stability of the system are evalua-ted. The results show that the large tensile stress are appeared in the turning parts of the sluice structure bottom and should pay more attention on the reinforcement and the actual construction process. In addition,the dynamic response spectrum method and time history analysis method has the consistency of the results,but the result of foundation bearing capacity calculated by the dynamic response spectrum are more conservative than what calculated by time history analysis.

  8. Actor coalitions and implementation in strategic delta planning: Opening the Haringvliet sluices in the Netherlands

    Vermoolen, Myrthe; Hermans, Leon

    2016-04-01

    The sustained development of urbanizing deltas is influenced by natural and societal processes. These processes are characterized by their long time span, in which conflicting interests of different stakeholders have to be reconciled. Reaching consent between actors is a challenge itself, but maintaining this consent throughout different stages of strategic planning - from advocacy and agenda setting to implementation - over these long periods of time is even more difficult. The implementation stage still includes many different actors involved, some of which are different than the ones who agreed before, due to both the long run of the strategic delta planning, and to a shift of tasks and responsibilities. Thus, implementation of strategic plans often features delays, deviations of agreed plans and unintended outcomes. A key question therefore is how coalition dynamics in (pre-)planning stages influence and are influenced by the coalition dynamics during implementation. The different stages in strategic planning are often studied from either a plan formulation or an implementation perspective, but the connection between the two proves an important bottleneck for strategic planning in deltas. For instance, many building with nature solutions are still in their pilot-phase, and their upscaling can profit from lessons concerning past implementation efforts. The proposed contribution will use the case of the management of the Dutch Haringvliet sluices and the decision ('Kierbesluit') in 2000 to put these sluices ajar, to study the link between the different strategic delta planning stages and the role of the formation and change of actor coalitions herein. With the completion of the Haringvliet dam with outlet sluices in 1970, the Haringvliet estuary of the rivers Rhine and Meuse was closed off from the sea, creating a fresh water lake. This was done to make the Dutch Southwest delta safe from flooding, and had positive effects for agricultural water supply and

  9. Experimental and numerical investigation of non-submerged flow under a sluice gate

    Kiczko Adam

    2015-09-01

    Full Text Available The problem of sluice gate flow is analyzed using two models: a simplified one, derived according to the concept of the Potential Field (PF, and a more complex form, based on the Reynolds Average Navier-Stokes (RANS equations. The numerical solution is compared with experimental data, including measurements performed by authors and results acquired from literature. Despite its simplicity, the PF model provides a satisfactory agreement with the measurements. The slightly worse performance of the RANS model comes from an overestimation of energy losses.

  10. Project W-320, waste retrieval sluicing system: BIO/SER implementation matrices

    This document provides verification that the safety related commitments specified in HNF-SD-WM-810-001, Addendum 1 for the Waste Retrieval Sluicing System, Project W-320 and Project W-320 Safety Evaluation Report (SER), have been implemented in the project hardware, procedures and administrative controls. Four appendices include matrices which show where the 810 commitments are implemented for limiting conditions of operation and surveillance requirements controls, administrative controls, defense-in-depth controls and controls discussed in 810 Addendum 1. A fifth appendix includes the implementation of Project W-320 SER issues and provisions

  11. Radiological and toxicological calculations for AY-102 and C-106HEPA filters and pre-filters

    The high heat content solids in Tank 241-C-106 are to be removed and transferred to Tank 241-AY-102 by sluicing operations, to be authorized under project W-320. Once sluicing operations are underway, the state of these tanks will be transformed from 'unagitated' to 'agitated'. This means that the partition fraction which described the aerosol content of the head space will increase from 1 X 10-20 to 1 X 10-1. This head space will become much more loaded with suspended material. The nature of this suspended material may change significantly, sluicing may inadvertently bring up radioactive solids which normally would lay under many meters of liquid supernate. It is an enabling assumption that the headspace and filter aerosols in Tank 241-AY-102 are a 90/10 liquid/solid split; there is an unmitigated and mitigated composition. It is an enabling assumption that the sluicing line; the headspace in Tank 241-C-106, and the filters in Tank 241-C-106 contain aerosols which are a 67/33 liquid/solid split; there is an unmitigated and mitigated composition

  12. Contingency plan for the Old Hydrofracture Facility Tanks Sluicing Project at Oak Ridge National Laboratory, Oak Ridge, Tennessee

    This revised contingency plan addresses potential scenarios involving the release of radioactively contaminated waste from the Old Hydrofracture Facility Tanks Contents Removal project to the environment. The tanks are located at the Oak Ridge National Laboratory. The project involves sluicing the contents of the five underground tanks to mix the sludge and supernatant layers, and pumping the mixture to the Melton Valley Storage Tanks (MVST) for future processing. The sluicing system to be used for the project consists of a spray nozzle designated the open-quotes Borehole Miner,close quotes with an associated pump; in-tank submersible pumps to transfer tank contents from the sluice tanks to the recycle tank; high-pressure pumps providing slurry circulation and slurry transport to the MVST; piping; a ventilation system; a process water system; an instrumentation and control system centered around a programmable logic controller; a video monitoring system; and auxiliary equipment. The earlier version of this plan, which was developed during the preliminary design phase of the project, identified eight scenarios in which waste from the tanks might be released to the environment as a result of unanticipated equipment failure or an accident (e.g., vehicular accident). One of those scenarios, nuclear criticality, is no longer addressed by this plan because the tank waste will be isotopically diluted before sluicing begins. The other seven scenarios have been combined into three, and a fourth, Borehole Miner Failure, has been added as follows: (1) underground release from the tanks; (2) aboveground release or spill from the sluicing system, a tank riser, or the transfer pipeline; (3) release of unfiltered air through the ventilation system; and (4) Borehole Miner arm retraction failure. Methods for preventing, detecting, and responding to each release scenario are set out in the plan

  13. Comparison of Nozzle and Flow Straighteners for Tank Waste Sluicing Applications Letter Report

    Mullen, O Dennis; Jackson, David R.

    2000-09-29

    Nozzles and flow straighteners were compared to assess the relative quality of the water streams for sluicing waste from underground storage tankes. The criteria for comparison were 1) the impact force produced by the streams over a range of distance from the nozzle impinging on target plates, and 2) the coherence of the streams as manifest by the variation of force on targets of two different sizes. It was determined that 1) the standard Hanford flow straightener is measurable less effective than a commercial firefighting flow straightener at producing a coherent stream when used with the standard Hanford nozzle, and 2) a lighter and more compact firefighting deluge nozzle will deliver a stream of equal quality to that from the Hanford nozzle when either nozzle is used with the commercial flow straightener.

  14. Repository of not readily available documents for project W-320

    Conner, J.C.

    1997-04-18

    The purpose of this document is to provide a readily available source of the technical reports needed for the development of the safety documentation provided for the waste retrieval sluicing system (WRSS), designed to remove the radioactive and chemical sludge from tank 241-C-106, and transport that material to double-shell tank 241-AY-102 via a new, temporary, shielded, encased transfer line.

  15. Repository of not readily available documents for project W-320

    The purpose of this document is to provide a readily available source of the technical reports needed for the development of the safety documentation provided for the waste retrieval sluicing system (WRSS), designed to remove the radioactive and chemical sludge from tank 241-C-106, and transport that material to double-shell tank 241-AY-102 via a new, temporary, shielded, encased transfer line

  16. Bird casualties and wind turbines near the Kreekrak sluices of Zeeland

    The impact of wind turbines on birds was investigated for an estuary, situated near the North Sea coast in the Dutch province of Zeeland, with large amount of bird migration. Five 250 kW, three-bladed 25m, 40 rpm turbines were installed on the western side of a dike. The distance between the turbines is 125 m. Since 1 April 1990 the turbines have been in action almost continuously. The study on the title subject was set up to investigate the number of bird casualties caused by the five wind turbines near the sluices of Kreekrak and the number that may be expected to be caused by a total of 20 turbines. The study also focused on the number of casualties among rare birds in relation to those among the common birds as a result of the wind turbines in the Kreekrak area. An area of 125 x 125 m around each wind turbine, consisting partly of land and partly of water, was searched for dead birds every other day during a period of one year (28 April 1990 - 29 April 1991). During this one-year period, the bodies of 26 birds of 17 different species were found; six birds were certainly or almost certainly killed by the turbines. In three other cases, the birds may have died because of the turbines, while in the case of eight birds, it was not possible to determine the cause of death. The remaining nine birds were not killed by the wind turbines. The annual number of bird victims expected following the installation of 20 wind turbines was estimated at a minimum of 7 and a maximum of 142. For each species a correlation was found between the number of victims and the estimated number of visitors to the area. This suggests that the rare species among the birds were not excessively endangered by the turbines. The number of bird casualties per turbine was low in comparison with the results of other Dutch investigations. On the basis of these results, it is concluded that there is no reason to advise against increasing the number of wind turbines near the sluices of Kreekrak to 20. 3

  17. Stagnation, circulation, and erosion of granular materials through belt conveyor sluice gate

    Pohlman, Nicholas; Moralda, Michael; Dunne, Ryan

    2013-11-01

    Control of flow rates in conversion reactors for discrete materials like biomass can be achieved in belt conveyors through a combination of belt speed, hopper size, and aperture opening. As material is extracted from the bottom of the storage hopper, other material cannot achieve plug flow and therefore is restricted from exiting through a sluice-gate type opening. The excess material moves vertically from the opening causing a pile up and recirculation back along the free surface of the hopper. Experimental results obtained through high speed imaging show the position of the stagnation point as well as the rate of circulation is dependent on the mass flow rate achieved and instantaneous fill level. The movement of material into the plug flow along the belt allows verification of deposition models on erodible beds rather than rigid surfaces with artificial roughness of glued particles. Similarly, the pile-up at the exit influences the efficiency of the transport affecting the narrow energy return on investment of biomass resources. The laboratory-scale behavior can therefore be translated into industrial performance metrics for increased operational efficiency. This work is supported by the NSF REU Site Operation E-Tank under award number 1156789.

  18. Imaging through obscurations for sluicing operations in the waste storage tanks

    Waste remediators have identified that surveillance of waste remediation operations and periodic inspections of stored waste are required under very demanding and difficult viewing environments. In many cases, obscurants such as dust or water vapor are generated as part of the remediation activity. Methods are required for viewing or imaging beyond the normal visual spectrum. Work space images guide the movement of remediation equipment, creating a need for rapidly updated, near real-time imaging capability. In addition, there is a need for three-dimensional topographical data to determine the contours of the wastes, to plan retrieval campaigns, and to provide a three-dimensional map of a robot's work space as basis for collision avoidance. Three basic imaging techniques were evaluated: optical, acoustic and radar. The optical imaging methods that were examined used cameras which operated in the visible region and near-infrared region and infrared cameras which operated in the 3--5 micron and 8--12 micron wavelength regions. Various passive and active lighting schemes were tested, as well as the use of filters to eliminate reflection in the visible region. Image enhancement software was used to extend the range where visual techniques could be used. In addition, the operation of a laser range finder, which operated at 0.835 microns, was tested when fog/water droplets were suspended in the air. The acoustic technique involved using commercial acoustic sensors, operating at approximately 50 kHz and 215 kHz, to determine the attenuation of the acoustic beam in a high-humidity environment. The radar imaging methods involved performing millimeter wave (94 GHz) attenuation measurement sin the various simulated sluicing environments and performing preliminary experimental imaging studies using a W-Band (75--110 GHz) linearly scanned transceiver in a laboratory environment. The results of the tests are discussed

  19. Imaging through obscurations for sluicing operations in the waste storage tanks

    Peters, T.J.; McMakin, D.L.; Sheen, D.M.; Chieda, M.A.

    1994-08-01

    Waste remediators have identified that surveillance of waste remediation operations and periodic inspections of stored waste are required under very demanding and difficult viewing environments. In many cases, obscurants such as dust or water vapor are generated as part of the remediation activity. Methods are required for viewing or imaging beyond the normal visual spectrum. Work space images guide the movement of remediation equipment, creating a need for rapidly updated, near real-time imaging capability. In addition, there is a need for three-dimensional topographical data to determine the contours of the wastes, to plan retrieval campaigns, and to provide a three-dimensional map of a robot`s work space as basis for collision avoidance. Three basic imaging techniques were evaluated: optical, acoustic and radar. The optical imaging methods that were examined used cameras which operated in the visible region and near-infrared region and infrared cameras which operated in the 3--5 micron and 8--12 micron wavelength regions. Various passive and active lighting schemes were tested, as well as the use of filters to eliminate reflection in the visible region. Image enhancement software was used to extend the range where visual techniques could be used. In addition, the operation of a laser range finder, which operated at 0.835 microns, was tested when fog/water droplets were suspended in the air. The acoustic technique involved using commercial acoustic sensors, operating at approximately 50 kHz and 215 kHz, to determine the attenuation of the acoustic beam in a high-humidity environment. The radar imaging methods involved performing millimeter wave (94 GHz) attenuation measurement sin the various simulated sluicing environments and performing preliminary experimental imaging studies using a W-Band (75--110 GHz) linearly scanned transceiver in a laboratory environment. The results of the tests are discussed.

  20. Impact of sediments resuspension on metal solubilization and water quality during recurrent reservoir sluicing management.

    Frémion, Franck; Courtin-Nomade, Alexandra; Bordas, François; Lenain, Jean-François; Jugé, Philippe; Kestens, Tim; Mourier, Brice

    2016-08-15

    In dam contexts, sluicing operations can be performed to reestablish sediments continuity, as proposed by the EU Water Framework Directive, as well as to preserve the reservoirs' water storage capacity. Such management permits the rapid release of high quantities of reservoir sediments through the opening of dam bottom valves. This work aims to study the impact of such operation on the evolution of environmental physicochemical conditions notably changes in dissolved metallic elements concentrations (Al, As, Cd, Cr, Cu, Fe, Mn, Ni, Pb, Zn) through field and laboratory investigations. Results were interpreted in terms of concentrations and fluxes, and compared with data collected on an annual basis regarding both suspended matter and metallic elements. The release of high quantities of sediments (4,500tons dry weight in 24h), with concentrations representing up to 300 times the inter-annual mean suspended sediments discharge, significantly modified water parameters, notably solid/liquid (S/L) ratio, pH and redox conditions. Despite the fact that they are mainly trapped in stable phases, a clear increase of the solubilized metals content was measured, representing up to 60 times the maximum values of current exploitation. This solubilization is related to desorption phenomena from sediments through changes in chemical equilibriums as highlighted by laboratory characterizations and experiments. These chemical modifications are mainly attributed to S/L ratio variations. Indeed, the low S/L ratios (≤1.3g·L(-1)) measured in situ are typically the ones for which metals solubilization is the highest, as shown by laboratory experiments. Additional thermodynamic modeling highlighted that the decrease in pH measured during the operation favors the release of the free forms of metallic elements (Al and Cu), and decreases the OM complexation influence. These changes, either in term of physical conditions or speciation, increasing metals long term bioavailability notably

  1. SEDIMENT SLUICING MANAGEMENT BY DRAW DOWN OPERATION IN HYDROPOWER REGULATING RESERVOIRS CONSIDERING PROPERTIES OF SEDIMENTAION AND FACILITY CONDITION

    Okumura, Hirofumi; Sumi, Tetsuya

    Reservoir sedimentation is one of the most important problems for securing long term achievement of water power operation in the future. In order to solve the problem, we have to note that there are two major types of water power stations, which are storage type and regulating type, respectively. We have already discussed that we have to focus on sedimentation management in regulating type reservoirs more than storage type ones from the view point of flood disaster prevention in reservoir areas. In this paper, we study on technical and economical feasibility of sediment sluicing management by numerical analysis, and we found that it is very much advantageous in both way. We also analyze the relation between trap efficiency of reservoir sediment and proportion of spillway gate size and dam height, and get some outcomes which are useful for dam gate remodeling.

  2. Integrated Methodologies for the 3D Survey and the Structural Monitoring of Industrial Archaeology: The Case of the Casalecchio di Reno Sluice, Italy

    Gabriele Bitelli

    2011-01-01

    Full Text Available The paper presents an example of integrated surveying and monitoring activities for the control of an ancient structure, the Casalecchio di Reno sluice, located near Bologna, Italy. Several geomatic techniques were applied (classical topography, high-precision spirit levelling, terrestrial laser scanning, digital close-range photogrammetry, and thermal imagery. All these measurements were put together in a unique reference system and used in order to study the stability and the movements of the structure over the period of time observed. Moreover, the metrical investigations allowed the creation of a 3D model of the structure, and the comparison between two situations, before and after the serious damages suffered by the sluice during the winter season 2008-2009. Along with the detailed investigations performed on individual portions of the structure, an analysis of the whole sluice, carried out at a regional scale, was done via the use of aerial photogrammetry, using both recently acquired images and historical photogrammetric coverage. The measurements were carried out as part of a major consolidation and restoration activity, carried out by the “Consorzio della Chiusa di Casalecchio e del Canale di Reno”.

  3. Flammable Gas Release Estimates for Modified Sluicing Retrieval of Waste from Selected Hanford Single-Shell Tanks

    Huckaby, James L.; Wells, Beric E.

    2004-03-05

    The high-level radioactive wastes in many single-shell tanks (SSTs) at the Hanford Site are to be retrieved by a modified sluicing method that uses water jets to dissolve the water-soluble waste and mobilize the water-insoluble waste. Retrieval operations will liberate any waste gases trapped in the wetted solid waste matrix, and these gases will be released into the tank headspaces. Because the trapped gases include the flammable species hydrogen, methane, and ammonia, a concern exists that a flammable mixture could be formed in the tank headspaces. This report combines conservative retained gas inventory estimates and tank data with anticipated waste retrieval rates to estimate the potential headspace flammability of selected SSTs during modified sluicing waste retrieval operations. Considered here are nine of the 12 tanks from the 241-S tank farm (241-S-107, 241-S-111, and 241-S 112 are not considered) and Tank 241-U-107. This report is intended to support the specification of process controls that ensure flammable conditions do not develop in the tank headspaces. Consequently, the physical scenarios considered, the models developed to estimate retained gas releases and the tank headspace compositions under these scenarios, and the model input data are intended to conservatively assess the potential to reach headspace flammability. The analyses are intended to address worst-case conditions and establish reasonable upper bounds on the achievable flammability of the tank headspaces. Flammable retained gas inventories, for example, are based on the 95th percentile developed by Barker and Hedengren (2003), giving 95% confidence that actual inventories are smaller than those used in the calculations. Gas releases and headspace flammability were evaluated for three general scenarios: a very aggressive dissolution and erosion of saltcake waste by water jets impinging on the waste surface, the drainage of interstitial liquids from saltcake during a shutdown of the

  4. Flammable Gas Release Estimates for Modified Sluicing Retrieval of Waste from Selected Hanford Single-Shell Tanks

    The high-level radioactive wastes in many single-shell tanks (SSTs) at the Hanford Site are to be retrieved by a modified sluicing method that uses water jets to dissolve the water-soluble waste and mobilize the water-insoluble waste. Retrieval operations will liberate any waste gases trapped in the wetted solid waste matrix, and these gases will be released into the tank headspaces. Because the trapped gases include the flammable species hydrogen, methane, and ammonia, a concern exists that a flammable mixture could be formed in the tank headspaces. This report combines conservative retained gas inventory estimates and tank data with anticipated waste retrieval rates to estimate the potential headspace flammability of selected SSTs during modified sluicing waste retrieval operations. Considered here are nine of the 12 tanks from the 241-S tank farm (241-S-107, 241-S-111, and 241-S 112 are not considered) and Tank 241-U-107. This report is intended to support the specification of process controls that ensure flammable conditions do not develop in the tank headspaces. Consequently, the physical scenarios considered, the models developed to estimate retained gas releases and the tank headspace compositions under these scenarios, and the model input data are intended to conservatively assess the potential to reach headspace flammability. The analyses are intended to address worst-case conditions and establish reasonable upper bounds on the achievable flammability of the tank headspaces. Flammable retained gas inventories, for example, are based on the 95th percentile developed by Barker and Hedengren (2003), giving 95% confidence that actual inventories are smaller than those used in the calculations. Gas releases and headspace flammability were evaluated for three general scenarios: a very aggressive dissolution and erosion of saltcake waste by water jets impinging on the waste surface, the drainage of interstitial liquids from saltcake during a shutdown of the

  5. Flammable Gas Release Estimates for Modified Sluicing Retrieval of Waste from Selected Hanford Single-Shell Tanks

    Huckaby, James L.; Wells, Beric E.

    2003-05-13

    The high-level radioactive wastes in many single-shell tanks (SSTs) at the Hanford Site are to be retrieved by a modified sluicing method. Retrieval operations will hydraulically erode and dissolve the saltcake waste, and the resulting brine will then be pumped to a double-shell tank (DST). Waste gases residing in the solid waste matrix will be released into the tank headspace when the matrix is eroded or dissolved. These retained waste gases include the flammable species hydrogen, methane, and ammonia, and there is a concern that these flammable gases could produce a flammable mixture in the tank headspaces during the retrieval operations. This report combines conservative retained gas inventory estimates and tank data with anticipated waste retrieval rates to estimate the potential headspace flammability of selected SSTs during waste retrieval operations. The SSTs considered here are ten of the twelve 241-S farm tanks (tanks 241-S-107 and 241-S-111 are excluded from consideration here) and tank 241-U-107 (U-107).

  6. Contingency plan for the Old Hydrofracture Facility tanks sluicing project at Oak Ridge National Laboratory, Oak Ridge, Tennessee

    Lockheed Martin Energy Systems, Inc. (Energy Systems), plans to begin a sluicing (flushing) and pumping project to remove the contents from five inactive, underground storage tanks at the Old Hydrofracture Facility (OHF) at the Oak Ridge National Laboratory (ORNL) in Oak Ridge, Tennessee. The tank contents will be transferred to the Melton Valley Storage Tanks, which are part of the active waste treatment system at ORNL. The purpose of the project is to minimize the risk of leaking the highly radioactive material to the environment. The five OHF tanks each contain a layer of sludge and a layer of supernatant. Based on a sampling project undertaken in 1995, the sludge in the tanks has been characterized as transuranic and mixed waste and the supernatants have been characterized as mixed waste. The combined radioactivity of the contents of the five tanks is approximately 29,500 Ci. This contingency plan is based on the preliminary design for the project and describes a series of potential accident/release scenarios for the project. It outlines Energy Systems' preliminary plans for prevention, detection, and mitigation. Prevention/detection methods range from using doubly contained pipelines to alarmed sensors and automatic pump cutoff systems. Plans for mitigation range from pumping leaked fluids from the built-in tank drainage systems and cleaning up spilled liquids to personnel evacuation

  7. 向家坝水电站冲沙孔体型优化设计%Optimization design of sand sluicing outlet shape of Xiangjiaba Hydropower Station

    刘要来; 周红波; 张永涛; 潘江洋

    2015-01-01

    The diversion bottom outlet of Xiangjiaba Hydropower Station was reconstructed into sand sluicing outlet , so its structure and shape were restricted;moreover, the water released from the sand sluicing outlet is high -velocity flow containing sediment, which is near the approach channel at downstream , so the design standard of energy dissipation and erosion control is high.By consideration of the engineering practice , through hydraulic model test , 3 shapes of sand sluicing outlets are analyzed and compared in terms of energy dissipation effect , velocity near bottom and boundary and reconstruction difficulty .The final op-timization is determined , which solved the problem of energy dissipation and erosion control .%向家坝水电站冲沙孔由导流底孔改建而成,结构体型受到了较大限制,加之冲沙孔下泄水流为高速含沙水流,且紧邻下游引航道,消能防冲设计标准较高。结合向家坝工程实际,通过水工模型试验,从消能效果、消力池临底及临边流速、改造难易度等多方面,对3种冲沙孔体型进行了分析比选,确定了最终的优化体型,较好的解决了出口消能防冲难题。

  8. 简述闸门运行工技能鉴定实操要点%Essentials of Sluice Operation Technicians Skill Appraisal

    刘敏

    2015-01-01

    In order to help technicians master the actual operation of sluice operation management , maintenance and inspection , and improve their application abilities , this paper is compiled for professional training and skill appraisal .%为了使广大的水闸运行管理、维护保养及检修等人员,掌握闸门运行工技能鉴定实际操作的范围和主要内容,并提高实际应用能力,撰写该文以供职业培训和技能鉴定参考。

  9. Office of River Protection (ORP) Monthly Performance Report for September 2000

    transfers and back-dilutions that remediated the flammable gas hazards and closed the surface level growth Unreviewed Safety Question (USQ) associated with the tank. CHG transitioned from the Basis for Interim Operation to the Final Safety Analysis Report (FSAR) in October 1999. The High Heat Safety Issue on tank 241-C-106 was resolved, including the removal of the tank from the watch list. Several cross-site waste transfers were completed to support saltwell pumping efforts. In addition, Evaporator Campaign 00-1 began in April 2000, resulting in an estimated waste volume reduction of 600,000 gallons. Final sluicing operations of tank 241-C-106 were completed on October 6, 1999. The sludge recovery goal of 95 percent was exceeded. The total sludge transfer from tank 241-C-106 to 241-AY-102 was 67.8 inches (186,500 gallons). The successful test of the AZ-101 mixer pump was completed, proving that CHG has the technology necessary to retrieve tank waste for treatment. Approval of the Notice of Construction (NOC) for the AN Farm tank retrieval system was received from the U.S Department of Energy (DOE) and the Environmental Protection Agency on July 21,2000. This is a significant step forward for Project W-211, ''Initial Tank Retrieval Systems'' in preparing waste for delivery to the Waste Treatment and Immobilization Plant

  10. 新疆某工程导流洞闸井底板优化三维有限元分析%Sluice Bottom Board Optimization of Three-Dimensional Finite Element Analysis for one Diversion Tunnel Project of Xinjiang

    梁迟

    2016-01-01

    利用AutodeskRevit族库中的三维闸井模型,采用 ABAQUS有限元软件对三维闸井进行有限元静力分析,通过对闸井的应力与应变分析,研究2.0m、2.5m厚的闸底板在竣工期、满蓄期的受力情况,根据受力情况对闸底板配筋,找出最优方案,为类似工程数值模拟提供参考。%Taking 3-D sluice well model of families in AutodeskRevit and ABAQUS to analysis finite element of static force of 3-D sluice well.By analysising stress and strain of sluice well to study force condition of sluice bottom board in the thickness of 2.0m,2.5m in the time of completion and full storage.According to the force condition to assign steel and find the best project.The paper can be as references for similar projects in numerical simulation.

  11. Study on limited water level for pollution control of sluice and dam on heavily polluted river%重污染河流闸坝防污限制水位研究

    左其亭; 李冬锋

    2013-01-01

    The excess water stored by sluices and dams on heavily polluted rivers is a main causation of sudden pollution incident caused by the concentrated discharge of pollution regiment. Focusing on this problem, a concept of limited water level for the pollution control is proposed and defined herein. Furthermore, a model of limited water level for pollution control of sluices and dams on heavily polluted rivers is built by taking benefit promotion and pollution control as the target, so as to study the limited water level for preventing the sudden pollution incident caused by the concentrated discharge of pollution regiment and standardize the storage volumes of sluices and dams on heavily polluted rivers. As a case study, this method is applied to several sluices and dams on Shayinghe River; from which the results show that the limited water level for pollution control can be effectively obtained by the model, and then it has certain practicability. The study mentioned herein provides an important technological support for the research made on the operation of pollution control of sluice and dam on heavily polluted river.%重污染河流上的闸坝过量蓄水是导致污染团集中下泄造成水污染事件的主要诱因之一.针对这一问题,本文提出和定义了防污限制水位的概念,并以兴利和防污为目标,构建了重污染河流闸坝防污限制水位模型,以研究预防因污染团集中下泄造成水污染事件的闸坝防污限制水位,规范重污染河流闸坝的蓄水量.将该方法应用到淮河流域沙颍河的多个闸坝,计算结果表明,该模型能够有效地求解重污染河流的闸坝防污限制水位,具有一定的实用性.这对重污染河流开展闸坝防污调度研究提供重要的技术支撑.

  12. Research on Cost Estimation Model in Shandong Yellow River Sluice's Regular Reinforcement%山东黄河水闸定期加固中的成本估计模型研究

    李克

    2015-01-01

    在山东黄河水闸定期加固中的成本估计过程中,采用传统算法进行成本估计容易丢失信息,导致估计精度低。为此,本文提出了一种基于改进神经网络算法的山东黄河水闸定期加固中的成本估计方法,利用神经网络输入和输出关系的高度非线性映射关系和自我学习能力组建水闸定期加固中的成本估计模型,融合模糊理论集,得到水闸定期加固中的成本估计历史数据与主要特征属性,在分析成本估计组织结构的同时,比较不同时期黄河水闸加固中的成本估计类比,将其模糊相似性定量化,对黄河水闸定期加固中的成本进行了详细的估算。实验仿真证明,基于改进神经网络算法的山东黄河水闸定期加固中的成本估计方法精度高,实用性强。%In the cost estimation of the regular reinforcement of Yellow River sluice, the adoption of the traditional algo⁃rithm usually causes the loss of information and the low estimated accuracy.For this reason, based on improved neural net⁃work algorithm, this paper proposes a kind of cost estimation method for the regular reinforcement of Yellow River sluice. By use of the high nonlinear mapping relationship between the input and output of neural network and the ability of self learning, it forms a cost estimation model of the regular reinforcement of the sluice, through fusion with the fuzzy theory set, it gets the historical data and the main characteristic attributes of the cost estimation of the regular reinforcement of the sluice, when analyzing the organization structure of cost estimation, it compares the cost estimation analogies of the re⁃inforcement of Yellow River sluice in different times, and quantifies their fuzzy similarities, then accomplishes the successful estimation of the cost of the regular reinforcement of Yellow River sluice. Simulation experiment proves that the cost estimation method based on improved

  13. W-320 pit liner vs. coating cost risk benefit analysis

    This report evaluates the costs and the risk trade-offs associated with the two pit lining or confinement options being considered as part of the Tank 241-C-106 Waste Retrieval Project. Both of these pit secondary confinement options (i.e., stainless steel pit liners and epoxy coating) can be implemented in a fashion that complies with criteria for secondary containment systems specified by the Washington Administration Codes (WAC-173-303-604). Direct life cycle costs of the two options including design, fabrication, installation, radiation, exposure, and decontamination and disposal costs are compared. Risk is expressed as probability weighted with the confinement consequences that could be mitigated by the pit liner. The risk impact of the choice of the confinement option is also evaluated in the context of the overall risk associated with the sluicing project and continued storage of the high-heat waste in the Tank 241-C-106 pending completion of the W-320 Project. The two pit secondary containment options are stainless steel line and epoxy coating

  14. Functional testing of a fish sluice, Buchholz small hydro plant - Final report; Funktionskontrolle Fischschleuse, KWKW Buchholz - Schlussbericht

    Ruhle, Ch. [Buero fuer Jagd- und Fischereifragen, Schmerikon (Switzerland); Scherrer, I. [Entegra Wasserkraft AG, St. Gallen (Switzerland)

    2009-01-15

    Since more than 100 years the diversion hydropower plant of Buchholz at the river Glatt (canton Saint Gall) has been out of operation. With its reactivation as run-of-river scheme, the river meadow, originated due to sedimentation in the former storage basin, with its beaver habitat, could be preserved. For the first time in Switzerland, a fish lock was implemented for the upstream passage way for fish. The fish lock was built directly into for stability reasons newly constructed secondary concrete at the downstream side of the old dam. At the upper lock opening a weir basked is installed, where the migrating fish are recorded. The examination proofed that the fish lock in principle is working for strong swimming fish species (qualitative proof of the performance control). In case of flood caused drift, the migrating fish seem to accept the fish passage. The attempt to quantify the proportion of the migrating willing fish which actually swim through the lock (quantitative proof of the performance control) did not produce satisfactory results. (authors)

  15. 水闸与海堤连接段不均匀沉降预防措施初探%A Probe into Preventive Measures for Uneven Subsidence in Connections of Sluices and Seawalls

    刘建飞; 任红侠

    2013-01-01

    修建在软基上的水闸与海堤连接段的不均匀沉降,极易导致其他病害.因此,需要探讨其预防措施,以确保海堤自身安全及其减灾效益的发挥.在对浙江东部沿海水闸与海堤连接段沉降调查的基础上,分析不均匀沉降的成因,结合类似工程实践和数值模型计算分析结果,从勘探设计角度分析后确定:加强地质勘探工作,选择有效的地基加固处理方式和海堤护面形式,优化海堤设计断面,选用轻质堤身填筑材料部分取代土石料等措施,可有效地预防水闸与海堤连接段不均匀沉降及由此产生的危害.研究结果可为水闸与海堤连接段设计提供参考和指导.%Uneven subsidence in connections of sluices and seawalls on soft soil foundation,can easily lead to other diseases. An attempt is made to find preventive measures to ensure their own safety and disaster- reduction efficiency. Based on an investigation of the uneven subsidence in connections of sluices and seawalls on the eastern coast of Zhejiang, the causes of uneven subsidence are analyzed based on similar engineering practice and numerical simulation. Interviews were conducted from the exploration and design angle, strengthening geological exploration work, selection of effective ground- treatment methods and seawall- protection form, optimization of the seawall design- section, replacement of part soil and stone with light materials. These measures can effectively prevent uneven subsidence and it is harmful. The results serve as a reference and guidance for the design of connections of sluices and seawalls.

  16. Contingency plan for deployment of the void fraction instrument in Tank 241-AY-102

    High-heat producing sludge from tank 241-C-106 will be sluiced and transferred to tank 241-AY-102 beginning in October 1998. Safety analyses have postulated that after retrieval, the waste in 241-AY-102 may generate and retain unsafe levels of flammable gases (Noorani 1998, Pasamebmetoglu etal. 1997). Unsafe levels of retained gas are not expected, but cannot be ruled out because of the large uncertainty in the gas generation and retention rates. The Tank Waste Remediation System Basis for Interim Operation (Noorani 1998) identifies the need for a contingency plan to add void fraction monitoring to tank 241-AY-102 within 2 weeks of the identification of flammable gas buildup that would warrant monitoring. The Tank 241-C-106 Waste Retrieval Sluicing System Process Control Plan (Carothers et al. 1998) committed to providing a contingency plan for deployment of the void fraction instrument (VFI) in tank 241-AY-102. The VFI determines the local void fraction of the waste by compressing a waste sample captured in a gas-tight test chamber. The sample chamber is mounted on the end of a 76-cm (2.5-ft) arm that can be rotated from vertical to horizontal when the instrument is deployed. Once in the waste, the arm can be positioned horizontally and rotated to sample in different areas below the riser. The VFI is deployed using a crane. The VFI has been deployed previously in 241-AW, 241-AN, and 241-SY tank farms, most recently in tank 241-SY-101 in June and July 1998. An additional test in tank 241-SY-101 is planned in September 1998. Operating instructions for the VFI are included in the Void Fraction Instrument Operation and Maintenance Manual (Pearce 1994)

  17. Construction management

    Pellicer, Eugenio; Teixeira, José C; Moura, Helder P; Catalá, Joaquín

    2014-01-01

    The management of construction projects is a wide ranging and challenging discipline in an increasingly international industry, facing continual challenges and demands for improvements in safety, in quality and cost control, and in the avoidance of contractual disputes. Construction Management grew out of a Leonardo da Vinci project to develop a series of Common Learning Outcomes for European Managers in Construction. Financed by the European Union, the project aimed to develop a library of basic materials for developing construction management skills for use in a pan-European context. Focused exclusively on the management of the construction phase of a building project from the contractor's point of view, Construction Management covers the complete range of topics of which mastery is required by the construction management professional for the effective delivery of new construction projects. With the continued internationalisation of the construction industry, Construction Management will be required rea...

  18. Usability Constructs

    Hertzum, Morten; Clemmesen, Torkil; Hornbæk, Kasper Anders Søren;

    2007-01-01

    Whereas research on usability predominantly employs universal definitions of the aspects that comprise usability, people experience their use of information systems through personal constructs. Based on 48 repertory-grid interviews, this study investigates how such personal constructs are affecte...

  19. Construction practice

    One has elaborated a virtual computer model (VRC) of construction of the AP1000 project reactor to demonstrate its viability, to improve the NPP project making it more easy for construction with simultaneous reduction of time, costs and risk of construction. The approach ensured time sequence of the 3-D visualization of NPP at the construction stages. The VRC ensures optimization of scheme implementation time period and specifies the basic costs. The VRC application offers essential advantages when planning construction of a nuclear power facility

  20. Construction supervision in construction project

    Struna, Ervin

    2012-01-01

    Every construction project is a unique, complex process. Every completed structure is permanent act into space, and has therefore substantial influence upon social and natural environment. As a consequence, it is essential to provide professional supervision of the construction process that will ensure conformity of the construction with the project documentation and the building permit. The purpose of the thesis is to present the role of the construction supervision and the work of the s...

  1. Impact of Xinanchong Sluice Reconstruction on the Downstream Water Quality%西南水闸的改建方案对下游水体水质影响研究

    郭静翔; 王思颖

    2012-01-01

    西南涌属于北江下游大堤左岸的分洪河道。西南水闸重建后,通过调节西南水闸闸孔的开度,引入北江水进行河涌整治,将导致西南涌上游污染物向下游迁移,但涨潮时须关闸门,不让污染较严重的西南涌水进入北江。由于下游珠江口河水的上溯,上下游河水交汇处河水流速最小,污染物的交换能力最弱,导致污染物的最大浓度沉积。本研究将应用珠江口一维感潮河网模型,从水环境效果的角度出发,模拟分析在水环境容量较小的平、枯水期,不同的引水方案对水质的影响程度,提出最佳引水方案和河涌整治措施建议。%Xinanehong is the floodway in the left bank of the North River downstream. By adjusting the Xinanchong Sluice o- pening hole, introducting the North River to regulate the surge water, will remove the pollutants from upstream to downstream of the southwest sliuse, and pollutants will result in the greatest concentration, because the downstream of Pearl River flow up- stream, the water flows smallest in the interchanges of upstream and downstream, and the exchange capacity of pollutants achieves the weakest. In this study, This paper researches how the pilotage programme affecting the water quality from effectiveness of wa- ter environment, and bring forward the best pilotage programme and management program of sluice.

  2. C-106 tank process ventilation test

    Project W-320 Acceptance Test Report for tank 241-C-106, 296-C-006 Ventilation System Acceptance Test Procedure (ATP) HNF-SD-W320-012, C-106 Tank Process Ventilation Test, was an in depth test of the 296-C-006 ventilation system and ventilation support systems required to perform the sluicing of tank C-106. Systems involved included electrical, instrumentation, chiller and HVAC. Tests began at component level, moved to loop level, up to system level and finally to an integrated systems level test. One criteria was to perform the test with the least amount of risk from a radioactive contamination potential stand point. To accomplish this a temporary configuration was designed that would simulate operation of the systems, without being connected directly to the waste tank air space. This was done by blanking off ducting to the tank and connecting temporary ducting and an inlet air filter and housing to the recirculation system. This configuration would eventually become the possible cause of exceptions. During the performance of the test, there were points where the equipment did not function per the directions listed in the ATP. These events fell into several different categories. The first and easiest problems were field configurations that did not match the design documentation. This was corrected by modifying the field configuration to meet design documentation and reperforming the applicable sections of the ATP. A second type of problem encountered was associated with equipment which did not operate correctly, at which point an exception was written against the ATP, to be resolved later. A third type of problem was with equipment that actually operated correctly but the directions in the ATP were in error. These were corrected by generating an Engineering Change Notice (ECN) against the ATP. The ATP with corrected directions was then re-performed. A fourth type of problem was where the directions in the ATP were as the equipment should operate, but the design of

  3. Torus Construction

    Valluri, Monica; Merritt, David

    1999-01-01

    The maximally compact representation of a regular orbit is in terms of its action-angle variables. Computing the map between a trajectory's Cartesian coordinates and its action-angle variables is called torus construction. This article reviews various approaches to torus construction and their application to galactic dynamics.

  4. Construction Management.

    Abbott, James F.

    This article provides a detailed discussion of a team approach to building that involves a construction manager, an architect, and a contractor. Bidding methods are outlined; the major components in construction management -- value engineering and fast track scheduling -- and the use of performance specifications are discussed. The construction…

  5. Superstring construction

    1989-01-01

    The book includes a selection of papers on the construction of superstring theories, mainly written during the years 1984-1987. It covers ten-dimensional supersymmetric and non-supersymmetric strings, four-dimensional heterotic strings and four-dimensional type-II strings. An introduction to more recent developments in conformal field theory in relation to string construction is provided.

  6. Construction management

    PEFP, Proton Engineering Frontier Project, puts its aim to building 100MeV 20mA linear proton accelerator which is national facility for NT, BT, IT, and future technologies, expected to boost up the national industry competitiveness. This R and D, Construction Management is in charge of the supportive works as site selection, architecture and engineering of conventional facilities, and overall construction management. The major goals of this work are as follows: At first, architecture and engineering of conventional facilities. Second, construction management, audit and inspection on construction of conventional facilities. Lastly, cooperation with the project host organization for adjusting technical issues of overall construction. In this research, We made a conceptual design, basic design and detail design of conventional facilities. Also, we made the engineering support for host site construction as follows : selection of project host organization and host site selection, construction technical work for project host organization and procedure management and impact analysis on the delay of project site selection

  7. Construction mathematics

    Virdi, Surinder

    2006-01-01

    Taking a starting point below that of GCSE level, by assuming no prior mathematical knowledge, Surinder Virdi and Roy Baker take the reader step by step through the mathematical requirements for Level 2 and 3 Building and Construction courses.Unlike the majority of basic level maths texts available, this book focuses exclusively on mathematics as it is applied in actual construction practice. As such, topics specific to the construction industry are presented, as well as essential areas for Level 2 craft NVQs - for example, costing calculations, labor costs, cost of materials and setting out o

  8. Worldwide construction

    The paper lists major construction projects in worldwide processing and pipelining, showing capacities, contractors, estimated costs, and time of construction. The lists are divided into refineries, petrochemical plants, sulfur recovery units, gas processing plants, pipelines, and related fuel facilities. This last classification includes cogeneration plants, coal liquefaction and gasification plants, biomass power plants, geothermal power plants, integrated coal gasification combined-cycle power plants, and a coal briquetting plant

  9. Construction safety

    Li, Rita Yi Man

    2013-01-01

    A close-to-ideal blend of suburb and city, speedy construction of towers of Babylon, the sparkling proportion of glass and steel buildings’ facade at night showcase the wisdom of humans. They also witness the footsteps, sweats and tears of architects and engineers. Unfortunately, these signatures of human civilizations are swathed in towering figures of construction accidents. Fretting about these on sites, different countries adopt different measures on sites. This book firstly sketches the construction accidents on sites, followed by a review on safety measures in some of the developing countries such as Bermuda, Egypt, Kuwait and China; as well as developed countries, for example, the United States, France and Singapore. It also highlights the enormous compensation costs with the courts’ experiences in the United Kingdom and Hong Kong.

  10. Construction Physics

    Bertelsen, Sven; Henrich, Guilherme; Koskela, Lauri; Rooke, John

    2007-01-01

    At the 14th annual conference in the International Group for Lean Construction in 2006 the authors presented the concept of construction as a process being fed by a number of flows out of which one is the critical one deciding the speed with which the process takes place. This contribution takes the idea further and sets out by discussing production in general and the underlying mental flow models associated with this understanding. It then suggests a new model for the understanding of the na...

  11. Construction work

    2004-01-01

    Construction work on building 179 will start on the 16th February 2004 and continue until November 2004. The road between buildings 179 and 158 will temporarily become a one way street from Route Democrite towards building 7. The parking places between buildings 179 and 7 will become obsolete. The ISOLDE collaboration would like to apologize for any inconveniences.

  12. 闸下应用废旧轮胎消能防冲数值模拟结果验证%Verification of Mathematical Model Results of Scrap Tires in Energy Dissipation and Erosion Control Under Sluice

    史国庆; 文恒

    2015-01-01

    采用RNG k-ε湍流模型、PISO算法,将整个流场划分为67.27万个网格,选择标准壁面函数进行壁面处理,对海漫加糙后的流场进行模拟计算,分析不同网格数、不同收敛精度、不同湍流模型、不同流场计算方法对数值模拟结果的影响。通过对比分析,计算结果与模型试验实测结果吻合较好,说明数值模拟方法简捷、高效,能获得理想的数据成果,能较好地用于海漫段加糙后的流场模拟计算研究。%The influence of the numerical simulation results on different grid numbers,different residual convergence precisions,different turbulence models,and different flow calculation methods,using the RNG k-εturbulence model,PISO algorithm,the whole flow field was divided into 672 700 grids,wall functions were used to deal with the boundary condition,calculated the flow field of scrap tires in energy dis-sipation and erosion control under sluice. The calculation results are well agreed with the model test results. It indicates that the numerical simulation technique can calculate the flow field.

  13. Modelling Constructs

    Kindler, Ekkart

    2009-01-01

    There are many different notations and formalisms for modelling business processes and workflows. These notations and formalisms have been introduced with different purposes and objectives. Later, influenced by other notations, comparisons with other tools, or by standardization efforts, these...... notations have been extended in order to increase expressiveness and to be more competitive. This resulted in an increasing number of notations and formalisms for modelling business processes and in an increase of the different modelling constructs provided by modelling notations, which makes it difficult...... to compare modelling notations and to make transformations between them. One of the reasons is that, in each notation, the new concepts are introduced in a different way by extending the already existing constructs. In this chapter, we go the opposite direction: We show that it is possible to add...

  14. Constructive Interactions

    Lemoisson, Philippe; Cerri, Stefano A.; Mahe, Serge-André; Sallantin, Jean

    2003-01-01

    The new paradigm of "knowledge construction using experiential based and collaborative learning approaches" is an outstanding opportunity for interdisciplinary research. This document is an attempt to introduce and exemplify as much as possible using the lexicon of "social sciences", considerations and tools belonging to "artificial intelligence" (eg.:the machine learning tradition). In the paper we first draw a conceptual framework for rational agents in conversational interaction; then we u...

  15. Constructing Catalonia

    Bill Phillips

    2009-01-01

    Full Text Available Catalonia, in common with other nations, has long b een concerned with the question of identity and difference. Its problemati c relationship with Spain has led to an emphasis on differentiating itself from its larger neighbour (if we are to accept, as most Spaniards do not, that Catalonia is not Spain, a s ituation complicated by the loss of the Spanish colonies of Cuba and The Philippines in 189 8, and the Spanish Civil War and subsequent dictatorship from 1936 to 1976. Beginnin g in the late nineteenth century, the construction of a Catalan identity followed a simil ar route to that taken by other European nations such as England, Ireland and, inde ed, Spain, including an emphasis on rural values, activities and the countryside, and t he conversion of specifically local traditions into national past times. It is only in the last ten years or so that this model of Catalan identity has been recognised for what it is – a model constructed and encouraged for and by specific nationalist politica l interests. Ironically, Catalonia’s identity abroad has also been constructed and manip ulated for political purposes, but from quite a different perspective. Orwell’s /Homag e to Catalonia/ (1938 narrates an extremely blinkered version of the Spanish Civil Wa r which has achieved iconic status as a result of cold war politics. Subsequent portra yals of the Spanish Civil War – Valentine Cunningham’s /The Penguin Book of Spanish Civil War Verse/ (ed., Penguin, 1980, or Ken Loach’s 1995 film /Land and F reedom/ base their arguments unquestioningly on /Homage to Catalonia/, perpetuat ing a view of the nation’s recent history that is both reductive and inaccurate

  16. Constructing Costs

    Donner, Henrik af

    2000-01-01

    The economic analysis of building contracts is an unexplored field within Law and Economics. This paper makes an attempt to cast some light over the subject and encourage to more research within the field. The main purpose has been to describe why the actual price in a public construction project often turns out to be higher than the contract price and offer a way of handle that risk. In the paper a model is set up that shows an optimal contract given expectations on actual price and gaps in ...

  17. Constructing Brambles

    Chapelle, Mathieu; Mazoit, Frédéric; Todinca, Ioan

    Given an arbitrary graph G and a number k, it is well-known by a result of Seymour and Thomas [22] that G has treewidth strictly larger than k if and only if it has a bramble of order k + 2. Brambles are used in combinatorics as certificates proving that the treewidth of a graph is large. From an algorithmic point of view there are several algorithms computing tree-decompositions of G of width at most k, if such decompositions exist and the running time is polynomial for constant k. Nevertheless, when the treewidth of the input graph is larger than k, to our knowledge there is no algorithm constructing a bramble of order k + 2. We give here such an algorithm, running in {mathcal O}(n^{k+4}) time. For classes of graphs with polynomial number of minimal separators, we define a notion of compact brambles and show how to compute compact brambles of order k + 2 in polynomial time, not depending on k.

  18. 巩膜瓣下蓄水池样小梁切除术联合羊膜植入、丝裂霉素C治疗难治性青光眼%Clinical analysis of trabeculectomy with sluice pool like filtrating under scleral flap combined with amniotic membrane transplantation and mitomycin-C in treating refractory glaucoma

    刘伟; 李茜; 任晓冬; 田春玲; 魏玉斌; 乔玉春; 王建亮

    2011-01-01

    Objective To investigate the clinical efffect of compound trabeculectomy with sluice pool like filtrating under scleral flap combined with amniotic membrane transplantation and mitomycin-C in treating refractory glaucoma. Methods 102 eyes of 83 refractory glaucoma patients were treated with compound trabeculectomy with sluice pool like filtrating under scleral flap, and conbined with mitomycin-C, adjustable stitches, and amniotic membrane transplantation. Results During an average follow up of 15months (4 months to 28 months). The vision improved 7 eyes, remained the same in 90 eyes, worse than before in 5 eyes, whose differences were not notable (P > 0. 05 ). The preoperative intraocular pressure (IOP) was 34.48±6.35 mmHg, and the postoperative IOP was 14.23±4.57 mmHg (P<0.01 ). Functional filtrating bleb formed in 95 eyes and nonfunctional one in 7 eyes. Conclusion Trabeculectomy with sluice pool like filtrating under scleral flap combined with amniotic membrance transplantation, adjustable stitches and mitomycin-C in treating refractory glaucoma can effectively decrease the intraocular pressure and keep visual funtion.%目的 探讨难治性青光眼应用巩膜瓣下蓄水池样小梁切除术联合羊膜植入及应用丝裂霉素C治疗的临床疗效.方法 83例(102眼)难治性青光眼进行瓣下蓄水池样小梁切除术,同时联合应用丝裂霉素C、羊膜植入和可拆除调整缝线.术后随访4~28个月,平均15个月.结果 视力:有7眼视力较术前提高,90眼视力无变化,5眼视力下降(P>0.05).眼压:术前(34.48±6.35)mmHg,术后(14.23±4.57)mmHg(P<0.01).滤过泡:全部病例出现功能性滤过泡95眼,非功能性滤过泡7眼.结论 瓣下蓄水池样小梁切除术联合羊膜植入、丝裂霉素C、可拆除调整缝线治疗难治性青光眼能有效降低眼压,进而保护视功能.

  19. Constructing Aligned Assessments Using Automated Test Construction

    Porter, Andrew; Polikoff, Morgan S.; Barghaus, Katherine M.; Yang, Rui

    2013-01-01

    We describe an innovative automated test construction algorithm for building aligned achievement tests. By incorporating the algorithm into the test construction process, along with other test construction procedures for building reliable and unbiased assessments, the result is much more valid tests than result from current test construction…

  20. Concrete construction engineering handbook

    Nawy, Edward G

    2008-01-01

    Provides coverage of concrete construction engineering and technology. This work features discussions focusing on: the advances in engineered concrete materials; reinforced concrete construction; specialized construction techniques; and, design recommendations for high performance.

  1. Construction Method Study For Installation Of A Large Riser In A Single-Shell Tank

    This study evaluates and identifies a construction method for cutting a hole in a single-shell tank dome. This study also identifies and evaluates vendors for performing the cut. Single-shell tanks (SST) in the 241-C tank farm are currently being retrieved using various retrieval technologies (e.g., modified sluicing). The Hanford Federal Facility Agreement and Consent Order require that the SSTs be retrieved to less than 360 cubic feet of radioactive waste. The current technologies identified and deployed for tank retrieval have not been able to retrieve waste in accordance with the Hanford Federal Facility Agreement and Consent Order. As such, alternative retrieval systems have been proposed and are currently under construction that will have the ability to retrieve waste to this defined level. The proposed retrieval systems will not fit down existing risers. New risers will need to be installed to provide the retrieval systems access to the inside of the SSTs. The purpose of this study is two-fold. The first objective is to identify multiple concrete cutting technologies and perform an initial pre-screening, evaluate the technologies identified for more in-depth analysis, and recommend a technology/methodology for cutting a hole in the tank dome. The identified/pre-screened methods will be evaluated based on the following criteria: (1) Maturity/complexity; (2) Waste generation; (3) Safety; (4) Cost; and (5) Schedule. Once the preferred method is identified to cut the hole in the tank dome, the second objective is to identify, evaluate, and recommend a vendor for the technology selected that will perform the cutting process.

  2. Project W-320, WRSS PCP: Procedure implementation verification

    Bailey, J.W.

    1998-07-25

    This document provides verification that the methodology for the safe retrieval of high-heat waste from Tank 241-C-106 as specified in the WRSS Process Control Plan HNF-SD-PCP-013, Revision 1, has been adequately implemented into the Tank Waste Remediation System (TWRS) operational procedures. Tank 241-C-106 is listed on the High Heat Load Watch List.

  3. Project W-320, WRSS PCP: Procedure implementation verification

    This document provides verification that the methodology for the safe retrieval of high-heat waste from Tank 241-C-106 as specified in the WRSS Process Control Plan HNF-SD-PCP-013, Revision 1, has been adequately implemented into the Tank Waste Remediation System (TWRS) operational procedures. Tank 241-C-106 is listed on the High Heat Load Watch List

  4. USAID Construction Assessment

    US Agency for International Development — The USAID construction assessment is a survey of the character, scope, value and management of construction activities supported by USAID during the period from...

  5. Organizational Behaviour in Construction

    Kreiner, Kristian

    2013-01-01

    Review of: Organizational Behaviour in Construction / Anthony Walker (Wiley-Blackwell,2011 336 pp)......Review of: Organizational Behaviour in Construction / Anthony Walker (Wiley-Blackwell,2011 336 pp)...

  6. Professional entrepreneurial identity construction

    Ramsgaard, Michael Breum

    2014-01-01

    The present study investigates the construction of a professional identity as an entrepreneur in a sample of people with educational background in nutrition and health. The study examines the connection between professional identity construction and entrepreneurial business emergence using...

  7. Operational test report - Project W-320 cathodic protection systems

    Washington Administrative Code (WAC) 173-303-640 specifies that corrosion protection must be designed into tank systems that treat or store dangerous wastes. Project W-320, Waste Retrieval Sluicing System (WRSS), utilizes underground encased waste transfer piping between tanks 241-C-106 and 241-AY-102. Corrosion protection is afforded to the encasements of the WRSS waste transfer piping through the application of earthen ionic currents onto the surface of the piping encasements. Cathodic protection is used in conjunction with the protective coatings that are applied upon the WRSS encasement piping. WRSS installed two new two rectifier systems (46 and 47) and modified one rectifier system (31). WAC 173-303-640 specifies that the proper operation of cathodic protection systems must be confirmed within six months after initial installation. The WRSS cathodic protection systems were energized to begin continuous operation on 5/5/98. Sixteen days after the initial steady-state start-up of the WRSS rectifier systems, the operational testing was accomplished with procedure OTP-320-006 Rev/Mod A-0. This operational test report documents the OTP-320-006 results and documents the results of configuration testing of integrated piping and rectifier systems associated with the W-320 cathodic protection systems

  8. Construction Management : Study Book

    Ilveskoski, Olli; Niittymäki, Seppo

    2015-01-01

    This publication is a summary of the Construction Management course handscript. The objective is that as the students gets involved with the Construction Management of Building Projects they will learn Construction Management topics like Building Process, Production planning, Quantity Take Off, Cost Estimation, Scheduling, Work Safety and Quality Control. The study book has been in use in Construction Management courses in Häme University of Applied Sciences.

  9. NANOTECHNOLOGY IN CONSTRUCTION

    Saeli, .

    2011-01-01

    Nanotechnology, which has a vast number of possibilities in construction, ranging from energy conservation and coatings to structural enhancement and stress monitoring, has not yet made an important difference in construction compared to other major industries even when there has been a big progress in awareness and investigation in the last years. Nanotechnology has the potential to extend the limits of construction bringing new and enhanced products that can foster the construction activity...

  10. Track Construction Manual.

    Banke, Ron; Di Gennaro, Guy; Ediger, Rick; Garner, Lanny; Hersom, Steve; Miller, Jack; Nemeth, Ron; Petrucelli, Jim; Sierks, Donna; Smith, Don; Swank, Kevin; West, Kevin

    This book establishes guidelines for the construction and maintenance of tracks by providing information for building new tracks or upgrading existing tracks. Subjects covered include running track planning and construction, physical layout, available surfaces, and maintenance. General track requirements and construction specifications are…

  11. GPS Applications in Construction

    Stranger, J. W.

    2012-01-01

    This session will explore the use of GPS technology in the construction engineering aspects of highway projects. Discussion will include control of line and grade for construction equipment and how the state inspector can verify the construction is according to plans without physical surveying stakes.

  12. Towards green construction

    Sustainability is the key to any development works. In the operation phase, hydro power is the most sustainable form of energy. However construction activities for the same power station are usually far from being green. The popular myth is that construction activity converts green into grey. Despite this popular myth, construction of a hydro power project in Nepal has made the project area greener than earlier during the construction phase itself. Choice of construction technology, appropriate level of environmental impact assessment, monitoring of environmental parameters along side the construction progress followed by mitigation at the right time; launching community development programmes side by side, having environmental specification in contractual documents and self-reliance to fulfill environmental obligations by contractors itself are the key factors in the environmental management within the construction activities. The main conclusions in the paper is the need to change the way to think about the project constraints

  13. Tilt-up construction

    Crompton, Richard E.

    1992-01-01

    CIVINS Tilt-up construction is a special form of precast concrete construction. The technique is used for constructing buildings by prefabricating concrete wall sections (panels) in a horizontal position on either the building's floor slab or on a temporary casting slab. Once the wall sections have cured, they are tilted to a vertical position using a mobile crane, they are temporarily braced in their final upright position, and finally, they are tied into the building's roof and floor sys...

  14. Construction Automation and Robotics

    Bock, Thomas

    2008-01-01

    Due to the high complexity of the construction process and the stagnating technological development a long-term preparation is necessary to adapt it to advanced construction methods. Architects, engineers and all other participants of the construction process have to be integrated in this adaptation process. The short- and long-term development of automation will take place step-by-step and will be oriented to the respective application and requirements. In the initial phase existing building...

  15. Construction Project Organization

    Pytlíčková, Kateřina

    2014-01-01

    The bachelor‘s thesis deals with „Construction Project Organization“. The theoretical part of this thesis explains the basic concepts of project management, describes the project´s life cycle, time planning and deals with the change management at the end of the theoretical part. The practical part deals with the project management of construction and mainly with time planning done by construction work schedule. The issue is solved on a real project led by the Czech construction company, and t...

  16. HITACHI construction CAE system

    Construction and maintenance of nuclear power plants have important problems such as shortening the construction period and reducing the construction cost. Recently, the problem of insufficient construction labor has arisen, and as drastic strategic development has become a necessary counter-measure. The following four principles are included in the measures to be taken for efficient execution of the construction work within the short construction period: (1) reduction of on-site work and expansion of module block making, (2)improvement of the accuracy of the on-site work process, adjustment and expansion of the work in parallel with the construction process, (3)improvement of efficiency of the on-site work and mechanization and automation of the work, (4)improvement of the accuracy of the management of the construction. A three dimensional simulation system plant construction plan CAE, comprising five modules has been developed. A project management system was also developed to improve the accuracy and efficiency of management work in the field

  17. 兴凯湖第二泄洪闸消力池底板施工技术%Constructure technique of No.2 sluice gate force reduction pool bottom in Xingkai Lake

    石友; 王开顺; 马库

    2001-01-01

    针对在软基上修建消力池底板难度大的特点,阐述了混凝土板的施工技术及质量控制方法。%For the hardness in building force reduction pool bottom on soft rock and soil,the paper made a discussion on the construction technique and the quality control method of the concrete bottom.

  18. Rural Infrastructure Construction in New Socialist Countryside Construction

    Guo, Hong-sheng; Guo, Yue-jun

    2012-01-01

    In the background of new socialist countryside construction, rural infrastructure construction is favorable to consolidating fundamental position of agriculture, expanding rural job opportunities, increasing farmers’ income, and favorable to development of rural economy and the national economy. Rural infrastructure construction mainly includes construction of agricultural basic production conditions, construction of rural ecological environment, construction of agricultural service system,...

  19. Personal Usability Constructs

    Hertzum, Morten; Clemmensen, Torkil; Hornbæk, Kasper;

    2011-01-01

    Whereas the concept of usability is predominantly defined analytically, people relate to systems through personal usability constructs. Based on 48 repertory-grid interviews, this study investigates how such personal constructs are affected by two factors crucial to the international development...

  20. Intentionality Versus Constructive Empiricism

    Buekens, F.A.I.; Muller, Archibald

    2012-01-01

    textabstractBy focussing on the intentional character of observation in science, we argue that Constructive Empiricism-B. C. van Fraassen's much debated and explored view of science-is inconsistent. We then argue there are at least two ways out of our Inconsistency Argument, one of which is more easily to square with Constructive Empiricism than the other.

  1. Nuclear reactor constructions

    A method of constructing a radiation shielding plug for use in the roof of the coolant containment vault of liquid metal cooled fast breeder reactors is described. The construction allows relative movement of that part of service cables and pipes which are carried by the fixed roof and that part which is carried by the rotatable plug. (U.K.)

  2. Financing Public Library Construction.

    Rohlf, Robert H.; Stoffel, Lester L.

    1987-01-01

    Reviews financing options available to Illinois public libraries for construction or expansion, including general obligation bonds, mortgage funds, building reserve funds, building fund levies, lease back arrangements, sale of air or ground development rights, interest on special funds, gift funds and grants, Library Service and Construction Act…

  3. Curriculum Guide Construction Cluster.

    Kline, Ken

    As part of a model construction cluster curriculum development project, this guide was developed and implemented in the Beaverton (Oregon) School District. The curriculum guide contains 16 units covering the following topics: introduction to construction jobs; safety and first aid; blueprint readings; basic mathematics; site work; framing; roofing…

  4. Safety in construction?

    Swuste, P.H.J.J.

    2013-01-01

    The available literature on Construction Safety is not very optimistic about the chances of evidence-based safety in the construction industry exerting a positive influence. Many articles indicate that the structures and processes that are designed to ensure safety in the industry are poor. Safety m

  5. VENTILATION NEEDS DURING CONSTRUCTION

    The purpose of this analysis is to determine ventilation needs during construction and development of the subsurface repository and develop systems to satisfy those needs. For this analysis, construction is defined as pre-emplacement excavation and development is excavation that takes place simultaneously with emplacement. The three options presented in the ''Overall Development and Emplacement Ventilation Systems'' analysis (Reference 5.5) for development ventilation will be applied to construction ventilation in this analysis as well as adding new and updated ventilation factors to each option for both construction and development. The objective of this analysis is to develop a preferred ventilation system to support License Application Design. The scope of this analysis includes: (1) Description of ventilation conditions; (2) Ventilation factors (fire hazards, dust control, construction logistics, and monitoring and control systems); (3) Local ventilation alternatives; (4) Global ventilation options; and (5) Evaluation of options

  6. VENTILATION NEEDS DURING CONSTRUCTION

    C.R. Gorrell

    1998-07-23

    The purpose of this analysis is to determine ventilation needs during construction and development of the subsurface repository and develop systems to satisfy those needs. For this analysis, construction is defined as pre-emplacement excavation and development is excavation that takes place simultaneously with emplacement. The three options presented in the ''Overall Development and Emplacement Ventilation Systems'' analysis (Reference 5.5) for development ventilation will be applied to construction ventilation in this analysis as well as adding new and updated ventilation factors to each option for both construction and development. The objective of this analysis is to develop a preferred ventilation system to support License Application Design. The scope of this analysis includes: (1) Description of ventilation conditions; (2) Ventilation factors (fire hazards, dust control, construction logistics, and monitoring and control systems); (3) Local ventilation alternatives; (4) Global ventilation options; and (5) Evaluation of options.

  7. Operations management for construction

    March, Chris

    2009-01-01

    Students studying construction management and related subjects need to have a broad understanding of the major aspects of controlling the building processes. Operations Management for Construction is one of three textbooks (Business Organisation, Operations Management and Finance Control) written to systematically cover the field. Focusing on construction sites and operations which are challenging to run, Chris March explores issues such as the setting up of the site, the deciding of the methodology of construction, and the sequence of work and resourcing. As changing and increasing regulations affect the way sites are managed, he also considers the issues and methods of successful administering, safety, quality and environment. Finally, the contractor's responsibility to the environment, including relationships with third parties, selection of materials, waste management and sustainability is discussed. Chris March has a wealth of practical experience in the construction industry, as well as considerable exp...

  8. Motivating Workers in Construction

    Jason E. Barg

    2014-01-01

    Full Text Available The study of the motivation of construction workers is limited to a relatively small body of knowledge. Although there is considerable research available regarding motivation and productivity, few researchers have provided a comprehensive analysis on the motivation of construction workers. The research stated that productivity in construction has not improved compared to other industry sectors such as manufacturing. This trend has been echoed in publications throughout the past five decades, and suggested that motivation is one of the key factors impacting productivity. This paper offers a comprehensive review of the published work that directly links the key words—construction and motivation. The findings have been presented in five themes, that is, motivation models, environment and culture, incentives and empowerment, and worker management. This paper concludes with two methods suggested by previous researchers to improve motivation of construction workers: (1 relevant worker incentives (intrinsic or extrinsic and (2 improved management practices, specifically regarding communication with workers.

  9. Sustainability Base Construction Update

    Mewhinney, Michael

    2012-01-01

    Construction of the new Sustainability Base Collaborative support facility, expected to become the highest performing building in the federal government continues at NASA's Ames Research Center, Moffet Field, Calif. The new building is designed to achieve a platinum rating under the leadership in Energy and Environment Design (LEED) new construction standards for environmentally sustainable construction developed by the U. S. Green Building Council, Washington, D. C. When completed by the end of 2011, the $20.6 million building will feature near zero net energy consumption, use 90 percent less potable water than conventionally build buildings of equivalent size, and will result in reduced building maintenance costs.

  10. Construction and Demolition Waste

    Christensen, Thomas Højlund; Andersen, L.

    Construction and demolition waste (C&D waste) is the waste generated during the building, repair, remodeling or removal of constructions. The constructions can be roads, residential housing and nonresidential buildings. C&D waste has traditionally been considered without any environmental problems...... therefore should be managed accordingly. Another reason is that it has been documented that a large fraction of C&D waste (about 90 %) can be easily recycled and thus can conserve landfill capacity. C&D waste may conveniently be divided into three subcategories: Buildings, roads and excavations. This...

  11. Construction program management

    Delaney, Joseph

    2013-01-01

    Although construction is one of the largest industries in the United States, it lags behind other industries in its implementation of modern management techniques such as those contained in the Standard for Program Management (the Standard) by the Project Management Institute (PMI(R)). Construction Program Management details the successful use of the PMI(R) approach for the construction of capital programs. It demonstrates, through case studies, how implementation of PMI's set of tools and techniques can improve the chances of program success. Exploring tactical and strategic management method

  12. Radon resistant new construction

    This paper consist of the awareness about the ill effects of radon gas and the methods adopted to detect the presence of radon gas and to remove the radon gas. It explains the installation of radon resistant structures during home construction. Radon is commonly found in the air and water, where it poses little risk. But radon that creeps into your home from the soil can be a much greater risk. Radon-resistant construction combines common building techniques and materials to seal entry points and route the gases outdoors, helping to prevent radon from entering the home. The benefits due to radon resistant construction is also explained in this paper. (author)

  13. Construction Experience Program (CONEX)

    A summary of the activities of the NEA WGRNR is introduced. In particular the following tasks related to the ConEx (Construction Experience Program) are presented: Rationale and goals of the ConEx program, Development of the event construction database ConEx and its structure, ConEx procedure for program management (uses of ConEx to create knowledge, conclusions of the ConEx synthesis first report on lessons learned during construction, Potential ConEx program uses for operating experience, training, etc.)

  14. Quantitative constructional attributes selection in construction series of types

    P. Gendarz; M. Cielniak

    2011-01-01

    Purpose: The main aim of research was to analyze the selection process of quantitative constructional attributes in construction series of types.Design/methodology/approach: The quantitative constructional attributes selection process is based on constructional similarity theory.Findings: The constructional similarity theory allows to select the quantitative constructional attributes.Research limitations/implications: The final construction similarity is not complete because of adjusting the ...

  15. Pluto's Putative Cryovolcanic Constructs

    Singer, K. N.; White, O. L.; Schenk, P. M.; Moore, J. M.; Spencer, J. R.; McKinnon, W. B.; Howard, A. D.; Stern, A. S.; Cook, J. C.; Grundy, W. M.; Cruikshank, D. P.; Beyer, R. A.; Umurhan, O.; Howett, C. J. A.; Parker, A. H.; Protopapa, S.; Lauer, T. R.; Weaver, H. A.; Young, L. A.; Olkin, C. B.; Ennico, K.

    2016-06-01

    New Horizons imaged two large mounds with deep central depressions on Pluto. Both features appear constructional, and have relatively young surfaces. This mapping is part of effort to characterize and assess the age and origin of the mounds.

  16. On Construction Grammar

    XIAO Kunxue

    2005-01-01

    Constructionist approach with its brand-new perspective has begun to demonstrate its dynamic power. This paper attempts to review the basic ideas, achievements and comparison with generative grammar of Construction Grammar and generalize some problems and future research prospects.

  17. Construction, fabrication, and installation

    This standard specifies the construction, fabrication, and installation requirements that apply to concrete containment structures of a containment system designated as class containment components, parts and appurtenances for nuclear power plants

  18. Power plant construction method

    Each building is covered at upper than the position of a ceiling crane, each of the ceiling crane always disposed for every building is moved to an optional building to treat equipments and building materials by each of the ceiling crane. A plurality of ceiling cranes are used for transporting one large and heavy weighted equipment or each ceiling crane is used also individually to transport equipments to each building, construction operations are thus conducted using a plurality of ceiling cranes in one identical building or in each of buildings in a state undergoing no influences of the outer circumstance by covering the roofs. Large sized or heavy weighted equipments can be carried in, to proceed the construction smoothly, and in addition, since the construction can be performed in a state scarcely undergoing influence of outer circumstance, the period of time required for the construction can be shortened. (N.H.)

  19. Construction Minerals Operations

    Department of Homeland Security — This map layer includes construction minerals operations in the United States. The data represent commodities covered by the Minerals Information Team (MIT) of the...

  20. Predictable grammatical constructions

    Lucas, Sandra

    2015-01-01

    My aim in this paper is to provide evidence from diachronic linguistics for the view that some predictable units are entrenched in grammar and consequently in human cognition, in a way that makes them functionally and structurally equal to nonpredictable grammatical units, suggesting that these...... predictable units should be considered grammatical constructions on a par with the nonpredictable constructions. Frequency has usually been seen as the only possible argument speaking in favor of viewing some formally and semantically fully predictable units as grammatical constructions. However, this paper...... semantically and formally predictable. Despite this difference, [méllo INF], like the other future periphrases, seems to be highly entrenched in the cognition (and grammar) of Early Medieval Greek language users, and consequently a grammatical construction. The syntactic evidence speaking in favor of [méllo...

  1. Employment and winter construction

    Hansen, Ernst Jan de Place; Larsen, Jacob Norvig

    2011-01-01

    possibilities exist for reducing seasonal variation in employment? In addition to a literature review related to winter construction, European and national employment and meteorological data were studied. Finally, ministerial acts, ministerial orders or other public policy documents related to winter...

  2. Constructions of Peripherality

    Carter, Helen Frances Lindsay

    2013-01-01

    rural area of Northern Ireland, and the manner in which peripherality is constructed by a variety of different actors in this debate. In the case discussed in the article, peripherality is constructed in different ways by different actors, yet the debate becomes somewhat polarised into the environmental......In this paper I focus on the concept of peripheralisation. In particular, I consider how peripheries can be discursively constructed in the debates surrounding planning cases, and how this might serve to legitimate particular interests. This is related to the case of a proposed golf resort in a...... values of a periphery versus the ‘need’ for economic development in such a periphery. In this paper I will analyse these constructions of peripherality and discuss the manner in which different framings of the region affects planning, and perhaps legitimates certain developments. This offers a...

  3. Passive solar construction handbook

    Levy, E.; Evans, D.; Gardstein, C.

    1981-08-01

    Many of the basic elements of passive solar design are reviewed. The unique design constraints presented in passive homes are introduced and many of the salient issues influencing design decisions are described briefly. Passive solar construction is described for each passive system type: direct gain, thermal storage wall, attached sunspace, thermal storage roof, and convective loop. For each system type, important design and construction issues are discussed and case studies illustrating designed and built examples of the system type are presented. Construction details are given and construction and thermal performance information is given for the materials used in collector components, storage components, and control components. Included are glazing materials, framing systems, caulking and sealants, concrete masonry, concrete, brick, shading, reflectors, and insulators. The Load Collector Ratio method for estimating passive system performance is appended, and other analysis methods are briefly summarized. (LEW)

  4. Nuclear power plant construction

    The legal aspects of nuclear power plant construction in Brazil, derived from governamental political guidelines, are presented. Their evolution, as a consequence of tecnology development is related. (A.L.S.L.)

  5. Construction of Permutation Snarks

    Hägglund, Jonas; Hoffmann-Ostenhof, Arthur

    2012-01-01

    A permutation snark is a snark which has a 2-factor $F_2$ consisting of two chordless circuits; $F_2$ is called the permutation 2-factor of $G$. We construct an infinite family $\\mathcal H$ of cyclically 5-edge connected permutation snarks. Moreover, we prove for every member $G \\in \\mathcal H$ that the permutation 2-factor given by the construction of $G$ is not contained in any circuit double cover of $G$.

  6. Education for sustainable construction

    Bragança, L.; Koukkari, Heli; Veljkovic, Milan; Borg, Ruben Paul

    2011-01-01

    The COST Action C25 "Sustainability of Constructions - Integrated Approach to Life-time Structural Engineering" is a network of scientists and researchers from 28 European countries and the EU Joint Research Centre in Ispra. It was established to promote science-based developments in sustainable construction in Europe through research on life-time structural engineering. The COST Action has been active since 2006.

  7. Steep Cut Construction

    Kumaraswamy, Mohan

    2002-01-01

    One element of the CIVCAL project Web-based resources containing images, tables, texts and associated data on the Steep Cut Construction. This project describes construction of a petrol filling station on Pokfulam Road, Hong Kong. The project was unique in that the necessary area for the filling station was required to be cut from the base of a steeply sloping soil/rock slope adjacent to a busy highway.

  8. Constructing quantum codes

    2008-01-01

    Quantum error correcting codes are indispensable for quantum information processing and quantum computation.In 1995 and 1996,Shor and Steane gave first several examples of quantum codes from classical error correcting codes.The construction of efficient quantum codes is now an active multi-discipline research field.In this paper we review the known several constructions of quantum codes and present some examples.

  9. CONTRACT CONSTRUCTION ACTIVITY

    ANTOANETA CLAUDIA BUTUZA

    2010-01-01

    Full Text Available This paper presents the main types of contractual arrangements used worldwide in construction: traditional contracts, cost reimbursable type contracts, management contracts and other contractual arrangements such as partnership, offering two-phase, contracts in series and turnkey contracts. Also, based on a comparison of the main types of contractual arrangements a number of recommendations are suggested for choosing the appropriate type of contract construction project to be realized.

  10. KARATE WITH CONSTRUCTIVE LEARNING

    Srikrishna Karanam; Amarjot Singh; Devinder Kumar

    2012-01-01

    Any conventional learning process involves the traditional hierarchy of garnering of information and then recall gathered information. Constructive learning is an important research area having wide impact on teaching methods in education, learning theories, and plays a major role in many education reform movements. It is observed that constructive learning advocates the interconnection between emotions and learning. Human teachers identify the emotions of students with varying degrees of acc...

  11. Management for Construction Materials and Control of Construction Waste in Construction Industry: A Review

    A. A. Gulghane

    2015-04-01

    Full Text Available In recent treads a wide range of building materials is available for the construction of civil engineering structures. The total cost of materials may be up to 60% or more of the total cost incurred in construction project dependent upon the type of project. Effective construction materials management is a key to success for a construction project. Construction waste is another serious problem in construction industry. A large and various types of construction waste with different characteristics are created at all the stages of construction. Construction industries have a larger part in contributing environmental problems. The economic and environmental benefits must be gained from construction waste minimization. This paper presents a review on systematically investigation of the management of construction materials and construction waste, material management techniques, control of construction waste and existing situation of construction management and construction waste in the industry.

  12. AP1000 construction schedule

    Westinghouse performed this study as part of EPRI interest in advancing the use of computer aided processes to reduce the cost of nuclear power plants. EPRI believed that if one could relate appropriate portions of an advanced light water reactor plant model to activities in its construction sequence, and this relationship could be portrayed visually, then optimization of the construction sequence could be developed as never before. By seeing a 3-D representation of the plant at any point in its construction sequence, more informed decisions can be made on the feasibility or attractiveness of follow on or parallel steps in the sequence. The 3-D representation of construction as a function of time (4-D) could also increase the confidence of potential investors concerning the viability of the schedule and the plant ultimate cost. This study performed by Westinghouse confirmed that it is useful to be able to visualize a plant construction in 3-D as a function of time in order to optimize the sequence of construction activities. (author)

  13. Management for Construction Materials and Control of Construction Waste in Construction Industry: A Review

    A. A. Gulghane; Prof P. V. Khandve

    2015-01-01

    In recent treads a wide range of building materials is available for the construction of civil engineering structures. The total cost of materials may be up to 60% or more of the total cost incurred in construction project dependent upon the type of project. Effective construction materials management is a key to success for a construction project. Construction waste is another serious problem in construction industry. A large and various types of construction waste with different...

  14. Construction time of PWRs

    The cost of electricity generated by nuclear power is greatly affected by the capital cost, which is dependent on the construction time of the plant. This work analyses the construction time of PWRs in several countries with different market structure and licensing experience. Countries which succeeded to establish a more collaborative environment among utilities, constructors, regulators, and energy planners through effective partnerships were able to build PWRs in shorter times. The construction time in Germany, France and Russia was around 80 months and in Japan, about 60 months. The envelope of 95% of the cases includes a range between 50 and 250 months of construction time. The evaluations show that construction time of PWRs has been longer for countries that did not hold the technology to build their own reactors, and depended on contracts with foreign suppliers. The nominal power of the reactors was considered a measure of plant size, technology complexity and standardization. Countries with standardized reactor designs (France, Japan and Russia) were able to build plants in shorter times. (author)

  15. Construction time of PWRs

    Carajilescov, Pedro; Moreira, Joao M.L., E-mail: pedro.carajilescov@ufabc.edu.b, E-mail: joao.moreira@ufabc.edu.b [Universidade Federal do ABC (UFABC), Santo Andre, SP (Brazil). Center of Engineering, Modeling and Applied Social Sciences

    2011-07-01

    The cost of electricity generated by nuclear power is greatly affected by the capital cost, which is dependent on the construction time of the plant. This work analyses the construction time of PWRs in several countries with different market structure and licensing experience. Countries which succeeded to establish a more collaborative environment among utilities, constructors, regulators, and energy planners through effective partnerships were able to build PWRs in shorter times. The construction time in Germany, France and Russia was around 80 months and in Japan, about 60 months. The envelope of 95% of the cases includes a range between 50 and 250 months of construction time. The evaluations show that construction time of PWRs has been longer for countries that did not hold the technology to build their own reactors, and depended on contracts with foreign suppliers. The nominal power of the reactors was considered a measure of plant size, technology complexity and standardization. Countries with standardized reactor designs (France, Japan and Russia) were able to build plants in shorter times. (author)

  16. Construction and Demolition Waste

    Christensen, Thomas Højlund; Andersen, L.

    2011-01-01

    Construction and demolition waste (C&D waste) is the waste generated during the building, repair, remodeling or removal of constructions. The constructions can be roads, residential housing and nonresidential buildings. C&D waste has traditionally been considered without any environmental problems...... and has just been landfilled. However, in recent years more focus has been put on C&D waste and data are starting to appear. One reason is that it has been recognized that C&D waste may include many materials that are contaminated either as part of their original design or through their use and...... therefore should be managed accordingly. Another reason is that it has been documented that a large fraction of C&D waste (about 90 %) can be easily recycled and thus can conserve landfill capacity. C&D waste may conveniently be divided into three subcategories: Buildings, roads and excavations. This...

  17. Bipolar battery construction

    Rippel, Wally E. (Inventor); Edwards, Dean B. (Inventor)

    1981-01-01

    A lightweight, bipolar battery construction for lead acid batteries in which a plurality of thin, rigid, biplates each comprise a graphite fiber thermoplastic composition in conductive relation to lead stripes plated on opposite flat surfaces of the plates, and wherein a plurality of nonconductive thermoplastic separator plates support resilient yieldable porous glass mats in which active material is carried, the biplates and separator plates with active material being contained and maintained in stacked assembly by axial compression of the stacked assembly. A method of assembling such a bipolar battery construction.

  18. Logic, construction, computation

    Berger, Ulrich; Diener, Hannes; Seisenberger, Monika

    2012-01-01

    Over the last few decades the interest of logicians and mathematicians in constructive and computational aspects of their subjects has been steadily growing, and researchers from disparate areas realized that they can benefit enormously from the mutual exchange of techniques concerned with those aspects. A key figure in this exciting development is the logician and mathematician Helmut Schwichtenberg to whom this volume is dedicated on the occasion of his 70th birthday and his turning emeritus. The volume contains 20 articles from leading experts about recent developments in Constructive set t

  19. Constructing populations in biobanking

    Tupasela, Aaro; Snell, Karoliina; Cañada, Jose a.

    2015-01-01

    This article poses the question of whether biobanking practices and standards are giving rise to the construction of populations from which various biobanking initiatives increasingly draw on for legitimacy? We argue that although recent biobanking policies encourage various forms of engagement...... construction of populations, whereby specific nationalities, communities, societies, patient groups and political systems become imbued or bio-objectified with particular characteristics, such as compliant, distant, positive, commercialized or authoritarian. This bio-objectification process is problematic in...... relation to policy aspirations ascribed to biobanking engagement since it gives rise to reified notions of different populations....

  20. Construction Management Meets Today's Realities.

    Day, C. William

    1979-01-01

    Construction management--the control of cost and time from concept through construction--grew out of a need to meet the realities of today's economy. A checklist of services a construction manager provides is presented. (Author/MLF)

  1. Rural Infrastructure Construction in New Socialist Countryside Construction

    2012-01-01

    In the background of new socialist countryside construction,rural infrastructure construction is favorable to consolidating fundamental position of agriculture,expanding rural job opportunities,increasing farmers’ income,and favorable to development of rural economy and the national economy. Rural infrastructure construction mainly includes construction of agricultural basic production conditions,construction of rural ecological environment,construction of agricultural service system,and construction of rural living facilities. Finally,we put forward approaches and methods for strengthening rural infrastructure construction: firstly,increase fund input to provide financial support for rural infrastructure construction; second ly,make scientific village planning to ensure sustainability of rural infrastructure construction; thirdly,arouse farmers’ enthusiasm and initiative to promote stable development of rural infrastructure construction.

  2. Federal Environmental Requirements for Construction

    Department of Veterans Affairs — This guide provides information on federal environmental requirements for construction projects. It is written primarily for owners of construction projects and for...

  3. On the Kummer construction

    Andreatta, Marco; Wisniewski, Jaroslaw A.

    2008-01-01

    We discuss a generalization of Kummer construction which, on the base of an integral representation of a finite group and local resolution of its quotient, produces a higher dimensional variety with trivial canonical class. As an application we compute cohomology of some generalized Kummer varieties.

  4. Mortality table construction

    Sutawanir

    2015-12-01

    Mortality tables play important role in actuarial studies such as life annuities, premium determination, premium reserve, valuation pension plan, pension funding. Some known mortality tables are CSO mortality table, Indonesian Mortality Table, Bowers mortality table, Japan Mortality table. For actuary applications some tables are constructed with different environment such as single decrement, double decrement, and multiple decrement. There exist two approaches in mortality table construction : mathematics approach and statistical approach. Distribution model and estimation theory are the statistical concepts that are used in mortality table construction. This article aims to discuss the statistical approach in mortality table construction. The distributional assumptions are uniform death distribution (UDD) and constant force (exponential). Moment estimation and maximum likelihood are used to estimate the mortality parameter. Moment estimation methods are easier to manipulate compared to maximum likelihood estimation (mle). However, the complete mortality data are not used in moment estimation method. Maximum likelihood exploited all available information in mortality estimation. Some mle equations are complicated and solved using numerical methods. The article focus on single decrement estimation using moment and maximum likelihood estimation. Some extension to double decrement will introduced. Simple dataset will be used to illustrated the mortality estimation, and mortality table.

  5. Principles of constructional change

    Fried, Mirjam

    Oxford : Oxford University Press, 2013 - (Hoffmann, T.; Trousdale, G.), s. 419-437 ISBN 978-0-19-539668-3 R&D Projects: GA ČR GAP406/11/2021 Keywords : grammaticalization * gradualness of change * constructionalization * constructional map Subject RIV: AI - Linguistics

  6. Constructing Regional advantage

    Asheim, Bjørn T.; Boschma, Ron; Cooke, Phil

    2011-01-01

    This paper presents a regional innovation policy model based on the idea of constructing regional advantage. This policy model brings together concepts like related variety, knowledge bases and policy platforms. Related variety attaches importance to knowledge spillovers across complementary...... economic development within and between regions in action lines appropriate to incorporate the basic principles behind related variety and differentiated knowledge bases....

  7. Nanotechnologies for sustainable construction

    Geiker, Mette Rica; Andersen, Maj Munch

    2009-01-01

    This chapter aims to highlight key aspects and recent trends in the development and application of nanotechnology to facilitate sustainable construction, use and demolition of buildings and infrastructure structures, ‘nanoconstruction’. Nanotechnology is not a technology but a very diverse...

  8. Construct for excellence II

    McInnis, A

    2001-01-01

    Professor Arthur McInnis continues his review of the Report of the Construction Industry Review Committee ('CIRC'). This month he looks at its recommendations on risk management, quality, value management, sub-contractor registration, structured site supervision and independent audits — as well as a proposed new institutional framework.

  9. Skin Problems in Construction

    ... 1926.95 www.osha.gov Check the Label & Safety Data Sheet: OSHA’s Hazard Communication Standard – 29 CFR 1926.59 www.osha.gov/dsg/hazcom/index.html Physician’s Alert: Occupational Contact Dermatitis Among Construction Workers – give this Alert ...

  10. Construction of Resilient Functions

    ZHANG Jie; WEN Qiao-yan

    2005-01-01

    Based on the relationship between nonlinearity and resiliency of a multi-output function, we present a method for constructing nonintersecting linear codes from packing design. Through these linear codes, we obtain n-variable, moutput, t-resilient functions with very high nonlinearity.Their nonlinearities are currently the best results for most of cases.

  11. Constructions in Wonderland

    Jensen, Kim Ebensgaard; Shibuya, Yoshikata

    -gram analysis to some different texts, including Lewis Carroll's 1865 novel Alice's Adventures in Wonderland (AW), Mark Twain's 1884/5 novel The Adventures of Huckleberry Finn (HF), and some US presidential speeches, to identify frequently (co)occurring words that may be indicative of underlying constructions...

  12. Interlanguage Passive Construction

    Simargool, Nirada

    2008-01-01

    Because the appearance of the passive construction varies cross linguistically, differences exist in the interlanguage (IL) passives attempted by learners of English. One such difference is the widely studied IL pseudo passive, as in "*new cars must keep inside" produced by Chinese speakers. The belief that this is a reflection of L1 language…

  13. Energy-Friendly Construction

    2006-01-01

    A building is a base for human activities, but it also consumes a large amount of energy and resources. Of all the newly constructed buildings throughout China, it is estimated only 10 to 15 percent are up to the state standard, and over 80 percent require enormous energy consumption. This

  14. ACCELERATING CONSTRUCTION INDUSTRY DEVELOPMENT

    Mohan M. Kumaraswamy

    2006-06-01

    Full Text Available The needs for construction industry development are initially viewed from the broader perspectives of imperatives for infrastructure development and national development. All these are clearly more critical in developing countries. A non-exhaustive set of potential drivers and common barriers to construction industry development is identified from previous research. These suggest the usefulness of consolidating a cluster of recent proposals and exercises aiming at (a construction organization development in terms of an over-arching management support system model, as well as improved information and knowledge management; and (b project team development in the context of relationally integrated teams and supply chains, joint risk management and ‘technology and knowledge exchange’ in joint ventures, as well as longer term public private partnerships. These apparently disparate research thrusts are threaded together into a pattern that may inspire, if not feed, specific research and development (R & D agendas for construction industry development in different countries according to their own priorities, constraints and stages of infrastructure and national development.

  15. KARATE WITH CONSTRUCTIVE LEARNING

    Srikrishna Karanam

    2012-02-01

    Full Text Available Any conventional learning process involves the traditional hierarchy of garnering of information and then recall gathered information. Constructive learning is an important research area having wide impact on teaching methods in education, learning theories, and plays a major role in many education reform movements. It is observed that constructive learning advocates the interconnection between emotions and learning. Human teachers identify the emotions of students with varying degrees of accuracy and can improve the learning rate of the students by motivating them. In learning with computers, computers also should be given the capability to recognize emotions so as to optimize the learning process. Image Processing is a very popular tool used in the process of establishing the theory of Constructive Learning. In this paper we use the Optical Flow computation in image sequences to analyze the accuracy of the moves of a karate player. We have used the Lucas-Kanade method for computing the optical flow in image sequences. A database consisting of optical flow images by a group of persons learning karate is formed and the learning rates are analyzed in order to main constructive learning. The contours of flow images are compared with the standard images and the error graphs are plotted. Analysis of the emotion of the amateur karate player is made by observing the error plots.

  16. Mirror Symmetry Constructions

    Clader, Emily

    2014-01-01

    These expository notes are based on lectures by Yongbin Ruan during a special semester on the B-model at the University of Michigan in Winter 2014. They outline and compare the mirror symmetry constructions of Batyrev-Borisov, Hori-Vafa, and Bergland-Hubsch-Krawitz.

  17. Construction Management: Planning Ahead.

    Arsht, Steven

    2003-01-01

    Explains that preconstruction planning is essential when undertaking the challenges of a school building renovation or expansion, focusing on developing a detailed estimate, creating an effective construction strategy, conducting reviews and value-engineering workshops, and realizing savings through effective risk analysis and contingency…

  18. Neuroeconomics: Constructing identity

    J.B. Davis

    2010-01-01

    The paper asks whether neuroeconomics will make instrumental use of neuroscience to adjudicate existing disputes in economics or be more seriously transformed by neuroscience in ways that might transform economics. The paper pursues the question by asking how neuroscience constructs an understanding

  19. Handley Page metal construction

    1929-01-01

    In this report Handley Page construction techniques are shown such as: solid-drawn tubular duralumin spars are used in the stabilizer; plain channel sections are used extensively for minor components; and the manner of assembling them into a stabilizer compression strut is shown.

  20. Constructive Approach Towards Protocells

    Sugawara, Tadashi; Kurihara, Kensuke; Suzuki, Kentaro

    2013-12-01

    In this chapter, we describe the construction of a self-reproducing giant vesicle (GV) and the replication of an informational substance (DNA) in the GV. The linkage between these two amplification dynamics has led to generation of a model protocell.

  1. Structural safety during construction

    Terwel, K.C.; Mud, M.; Frijters, A.

    2014-01-01

    Structural safety during construction is a main concern for the building industry. Collapses of temporary structures or incomplete permanent structures are a threat for the safety of persons. Based on data from Dutch Labour Inspectorate this study concluded that approximately 20% of the fatalities d

  2. Construction Mechanic 1 & C.

    Seitz, Thomas E.

    This Rate Training Manual and Nonresident Career Course (RTM/NRCC) form a self-study package that will enable Naval Construction Mechanics First and Chief to fulfill the requirements of their rating. (Persons holding these ratings direct and coordinate efforts of individuals and crews in maintaining, repairing, and overhauling automotive,…

  3. Quantitative constructional attributes selection in construction series of types

    P. Gendarz

    2011-11-01

    Full Text Available Purpose: The main aim of research was to analyze the selection process of quantitative constructional attributes in construction series of types.Design/methodology/approach: The quantitative constructional attributes selection process is based on constructional similarity theory.Findings: The constructional similarity theory allows to select the quantitative constructional attributes.Research limitations/implications: The final construction similarity is not complete because of adjusting the dimension values to preferred numbers, catalogue and standardized elements dimensions etc.Practical implications: Presented method was applied to generate the constructions series of types with the use of quantitative constructional attributes selection process.Originality/value: Described analysis presents the process of selecting the quantitative constructional attributes with computer aid.

  4. Recycling construction waste and re – use in road construction

    Kumlanc, Peter

    2005-01-01

    Construction activities have a huge harmful influence on environment, caused by the explotation of natural resourcess, production and transportation of materials, construction and demolition and finally the building itself. To minimize construction activities on environment, we need to reduce usage of primary sources and attend to prepare secundary sources. The present work describes recycling construction and demolition waste and re-using in building roads and other construction. In Diploma ...

  5. Constructing futures : industry leaders and future thinking in construction.

    Chan, Paul; Cooper, Rachel

    2010-01-01

    There is growing interest in future scenario planning of the construction industry but a disconnect between thinking about the future at the policy-making level and implementing real change. Constructing Futures: industry leaders and futures thinking in construction takes a thematic approach to the future of the UK construction industry by presenting the results of a series of in-depth interviews conducted with leading construction figures and structuring this material into chapters addressin...

  6. Foreign construction workers in Singapore.

    Ofori G

    1997-01-01

    Provides an overview of the construction industry in Singapore. Studies the structure of the construction workforce, the terms of employment, policies towards worker, the effects of employment of foreign workers on local industry, the reducing reliance on foreign construction workers, and the future trends in Singapore's requirements for construction workers.

  7. Construction quality assurance report

    Roscha, V.

    1994-09-08

    This report provides a summary of the construction quality assurance (CQA) observation and test results, including: The results of the geosynthetic and soil materials conformance testing. The observation and testing results associates with the installation of the soil liners. The observation and testing results associated with the installation of the HDPE geomembrane liner systems. The observation and testing results associated with the installation of the leachate collection and removal systems. The observation and testing results associated with the installation of the working surfaces. The observation and testing results associated with in-plant manufacturing process. Summary of submittal reviews by Golder Construction Services, Inc. The submittal and certification of the piping material specifications. The observation and verification associated of the Acceptance Test Procedure results of the operational equipment functions. Summary of the ECNs which are incorporated into the project.

  8. Constructing populations in biobanking.

    Tupasela, Aaro; Snell, Karoliina; Cañada, Jose A

    2015-01-01

    This article poses the question of whether biobanking practices and standards are giving rise to the construction of populations from which various biobanking initiatives increasingly draw on for legitimacy? We argue that although recent biobanking policies encourage various forms of engagement with publics to ensure legitimacy, different biobanks conceptualize their engagement strategies very differently. We suggest that biobanks undertake a broad range of different strategies with regard to engagement. We argue that these different approaches to engagement strategies are contributing to the construction of populations, whereby specific nationalities, communities, societies, patient groups and political systems become imbued or bio-objectified with particular characteristics, such as compliant, distant, positive, commercialized or authoritarian. This bio-objectification process is problematic in relation to policy aspirations ascribed to biobanking engagement since it gives rise to reified notions of different populations. PMID:26194269

  9. Constructing the Audience

    Willig, Ida

    2010-01-01

    No more than twenty years ago, the doors between the newsrooms and the marketing departments of Danish newspapers were tightly shut. Today, all major Danish newspapers work with reader profiles using marketing data to create journalistic concepts. This article identifies two dominant reader...... constructions in policy papers of Danish newspapers: the reader-as-citizen, which can be traced back to the late 1940s, and the reader-as-consumer, visible in the historically new reader profiles, where we also find a third reader construction, the reader-as-commodity. The development indicates a transformation...... from an Omnibus press system with a publicist logic of practice to a Segment press system with a commercial logic of practice....

  10. Constructing Time Machines

    Shore, Graham M

    2003-01-01

    The existence of time machines, understood as spacetime constructions exhibiting physically realised closed timelike curves (CTCs), would raise fundamental problems with causality and challenge our current understanding of classical and quantum theories of gravity. In this paper, we investigate three proposals for time machines which share some common features: cosmic strings in relative motion, where the conical spacetime appears to allow CTCs; colliding gravitational shock waves, which in Aichelburg-Sexl coordinates imply discontinuous geodesics; and the superluminal propagation of light in gravitational radiation metrics in a modified electrodynamics featuring violations of the strong equivalence principle. While we show that ultimately none of these constructions creates a working time machine, their study illustrates the subtle levels at which causal self-consistency imposes itself, and we consider what intuition can be drawn from these examples for future theories.

  11. Construction quality assurance report

    This report provides a summary of the construction quality assurance (CQA) observation and test results, including: The results of the geosynthetic and soil materials conformance testing. The observation and testing results associates with the installation of the soil liners. The observation and testing results associated with the installation of the HDPE geomembrane liner systems. The observation and testing results associated with the installation of the leachate collection and removal systems. The observation and testing results associated with the installation of the working surfaces. The observation and testing results associated with in-plant manufacturing process. Summary of submittal reviews by Golder Construction Services, Inc. The submittal and certification of the piping material specifications. The observation and verification associated of the Acceptance Test Procedure results of the operational equipment functions. Summary of the ECNs which are incorporated into the project

  12. Constructing computer virus phylogenies

    Goldberg, L.A. [Warwick Univ., Coventry (United Kingdom) Dept. of Computer Science; Goldberg, P.W. [Aston Univ., Birmingham (United Kingdom) Dept. of Applied Mathematics; Phillips, C.A. [Sandia National Labs., Albuquerque, NM (United States); Sorkin, G.B. [International Business Machines Corp., Yorktown Heights, NY (United States). Thomas J. Watson Research Center

    1996-03-01

    There has been much recent algorithmic work on the problem of reconstructing the evolutionary history of biological species. Computer virus specialists are interested in finding the evolutionary history of computer viruses--a virus is often written using code fragments from one or more other viruses, which are its immediate ancestors. A phylogeny for a collection of computer viruses is a directed acyclic graph whose nodes are the viruses and whose edges map ancestors to descendants and satisfy the property that each code fragment is ``invented`` only once. To provide a simple explanation for the data, we consider the problem of constructing such a phylogeny with a minimal number of edges. In general, this optimization problem cannot be solved in quasi-polynomial time unless NQP=QP; we present positive and negative results for associated approximated problems. When tree solutions exist, they can be constructed and randomly sampled in polynomial time.

  13. Construction of thyroid simulators

    Full text: This work exposes the methodology of construction of thyroid simulators; which was developed considering the mathematical model for the man of reference proposed by Cristy M. The physical models are designed for different ages and is conformed by two concentric cylinders of polyvynil chloride and its anatomic form was molded with silicone (polyimethyl siloxano). The cavities that represent the lobes of the thyroid contain a radioactive solution. It was made a theoretical calculation of the damping factors for this structure reproducing the values reported in literature with a rank of acceptable uncertainty within the margin of energies of photons emitted by the radionuclides ones but using. Here a protocol of construction of these simulators appears to be used like patterns in dosimetry in alive. (orig.)

  14. Construction with macromolecules

    Stefan Hecht

    2005-03-01

    Full Text Available The generation of nanosized features via the bottom-up organization of individual atoms and molecules represents one of the most rapidly emerging fields in modern science and technology. In order to gain general and modular access to nanostructures, a construction kit consisting of molecular building blocks with defined nanoscale dimensions, shape, and functionality is required. While nature has developed a hierarchical strategy to construct sophisticated and complex nanostructures, chemistry is just starting to explore artificial macromolecules as a means to synthesize specific nano-objects. In this review, recent advances in achieving control over conformation within macromolecules and the interconnection of conformationally defined subunits by either covalent bonds or self-assembly are discussed in analogy to natural structure evolution.

  15. Re-construction

    Bernadette Marie Devilat

    2013-01-01

    Re-construct: to build again. The necessary reconstruction process after an earthquake can be seen as an opportunity to improve previous conditions. All damaged buildings undergo a renovation process in which every piece is carefully returned to its original place. The photograph shows roof reconstruction work in San Pedro de Alcántara, a heritage area in the central valley of Chile, which was particularly affected by the 2010 earthquake. 

  16. Self constructing in adolescence

    Vranješević Jelena

    2003-01-01

    Full Text Available The aim of this study was to explore “theories” adolescents have about themselves, i.e. about the changes in the ways they construe themselves in the period of middle adolescence: how they construe changes and estimate them according to some dimensions relevant for change (appreciation of change, its importance, expectancy, timing, comprehensiveness, intensity and visibility in social surroundings. The study was explorative and it was performed on the sample of 96 adolescents aged 15-17 (middle adolescence. Instruments used for the study were: interview and Role Construct Repertory Grid, adjusted to the need of study. The results show that the adolescents’ construct system is highly monolithic and tight in regard to constructs (black and white construing, but at the same time vague and predictively unclear in regard to elements, i. e. the stated changes, meaning that adolescents are not able to construe those changes according to certain constructs. It seems that this study included the beginning of the loosening phase (creativity cycle in which the system is still tight and, therefore, protects from threat and anxiety, while the elements are not predictively (this is what Erikson calls moratorium, i.e. the process of active experimenting. Changes which are fully predictively are those which refer to adults' roles, such as: self confident, experienced, independent and has responsibilities, worries. On the hand, changes which are predictably the most clear to adolescents (and not appreciated are depression and nervousness. Adolescents face an implicative dilemma: positive implications of maturity are not enough, while negative implications, such as nervousness, depression and not trusting people are clear, predictable and negative. This dilemma can be the cause of their ambivalence towards growing-up and accepting the roles of adults.

  17. Construct Graph Logic

    Tan, Yong

    2013-01-01

    In this paper, author uses set theory to construct a logic model of abstract figure from binary relation. Based on the uniform quantified structure, author gives two logic system for graph traversal and graph coloring respectively, moreover shows a new method of cutting graph. Around this model, there are six algorithms in this paper including exact graph traversal, Algebra calculation of natural number, graph partition and graph coloring.

  18. Construction 'Work Study'

    Kumaraswamy, Mohan

    2002-01-01

    One element of the CIVCAL project Web-based resources containing images, tables, texts and associated data relating to approaches to 'Construction Work Study'. This is defined as 'A management service based on those techniques, particularly Method Study and Work Measurement, which are used in examining human work in all its contexts, and which lead to systematic investigation of all the resources and factors affecting the efficiency and economy of the situation being reviewed, in order ...

  19. LEAR construction completed

    1982-01-01

    In July 1982, LEAR construction was completed, the individual systems had been dry-tested. On 16 July, the first 50 MeV (309 MeV/c) protons from Linac 1 were injected and circulated. On 11 October, the first antiprotons from the AA, decelerated in the PS to 609 MeV/c, were injected. Also in 1982, acceleration, deceleration and stochastic cooling were successfully tested. See 9007366 for a more detailed description. See also 8201061, 8204131, 8309026.

  20. Tactical Portfolio Construction

    Chen, Yue

    2012-01-01

    Modern portfolio theory says that unsystematic risk can always be diversified away. Although it is unrealistic to achieve perfect diversification, people developed different strategies trying to find an optimal portfolio. In this paper, issues of how to make a diversified portfolio are discussed. Six models of tactical portfolio construction strategies are used to make the optimal portfolios using the historical data from Jan. 2007 to Dec. 2009. From the out-of-sample test by market data from...

  1. Pseudorandomness and Combinatorial Constructions

    Trevisan, Luca

    2006-01-01

    In combinatorics, the probabilistic method is a very powerful tool to prove the existence of combinatorial objects with interesting and useful properties. Explicit constructions of objects with such properties are often very difficult, or unknown. In computer science, probabilistic algorithms are sometimes simpler and more efficient than the best known deterministic algorithms for the same problem. Despite this evidence for the power of random choices, the computational theory of pseudorandom...

  2. Nuclear reactor constructions

    An improvement in the construction of liquid metal cooled nuclear reactors of the kind in which the fuel assembly is submerged in a pool of coolant contained by a primary vessel housed in a concrete vault, is described. In this modification the roof of the vault carries heat exchangers immersed in the pool of coolant, the lower ends of which are hydraulically damped against oscillation caused by seismic disturbances. (U.K.)

  3. Nature Conquers Construction

    Rosenberg, Ryan Michael

    2010-01-01

    This project began as a critique of the current notions of â greenâ architecture. It grew into the creation of a system for integrating nature with structure, the organic with the constructed. A grand entry for the Highline Park on the lower Westside of Manhattan is used as a means for generating a domain which plants, specifically hanging ivy, could thrive. Simple elements such as columns, cables, stairs and ramps, can become a means for creating immersive living volumes, fostering instan...

  4. Fullerene - Porphyrin constructs

    Boyd, PDW; Reed, CA

    2005-01-01

    Porphyrins and fullerenes are spontaneously attracted to each other. This new supramolecular recognition element can be used to construct discrete host-guest complexes, as well as ordered arrays of interleaved porphyrins and fullerenes. The fullerene-porphyrin interaction underlies successful Chromatographic separations of fullerenes, and there are promising applications in the areas of porous framework solids and photovoltaic devices. © 2005 American Chemical Society.

  5. Construct of emotional intelligence

    Sonja Pečjak in Andreja Avsec

    2003-04-01

    Full Text Available The article highlights the construct of emotional intelligence, that has appeared about then years ago. We present the popular and scientific comprehension of emotional intelligence, briefly describe the development of the concept and than in detail we propose the existing comprehension of emotional intelligence: through the models of Goleman (1995 and Bar-On (1997 we present the comprehension of emotional intelligence as a non-cognitive (personality traits.

  6. ISO: Isochrone construction

    Dotter, Aaron

    2016-01-01

    ISO transforms MESA history files into a uniform basis for interpolation and then constructs new stellar evolution tracks and isochrones from that basis. It is written in Fortran and requires MESA (ascl:1010.083), primarily for interpolation. Though designed to ingest MESA star history files, tracks from other stellar evolution codes can be incorporated by loading the tracks into the data structures used in the codes.

  7. Construct of emotional intelligence

    Sonja Pečjak in Andreja Avsec

    2003-01-01

    The article highlights the construct of emotional intelligence, that has appeared about then years ago. We present the popular and scientific comprehension of emotional intelligence, briefly describe the development of the concept and than in detail we propose the existing comprehension of emotional intelligence: through the models of Goleman (1995) and Bar-On (1997) we present the comprehension of emotional intelligence as a non-cognitive (personality) traits.

  8. Constructing HSOC data platform

    HXMT is the only independent space astronomic secondary planet during 2006-2010 in China. Also it is the first independent astronomic secondary planet of China. HSOC, which is the data management sub-system, is the fundamental infrastructure of HXMT's scientific administration center. The data platform is the object of data management sub-system, which is an integrated platform supporting storage, share, exchange, query, statistics and management of data. The paper introduces the meaning and construction of HSOC data platform. (authors)

  9. 1997 construction & design survey.

    Pinto, C

    1997-03-31

    Managed care might seem to be putting a damper on healthcare construction, but in fact it's one of several industry changes creating opportunities for architectural and design firms. One example of a trend toward making surroundings as pleasant as possible is the west campus expansion at East Texas Medical Center in Tyler (left). Designed and built by Ellerbe Becket and completed in 1995, the project, including a nine-story medical office building, features artwork and rooftop gardens. PMID:10165801

  10. INFINITY construction contract signed

    2010-01-01

    Key state and community leaders celebrated April 6 with the signing of a construction contract for the state-of-the-art INFINITY Science Center planned near John C. Stennis Space Center in south Mississippi. Gulfport Mayor George Schloegel (l to r), chair of non-profit INFINITY Science Center Inc., was joined for the signing ceremony at the Hancock Bank in Gulfport by Virginia Wagner, sister of late Hancock Bank President Leo Seal Jr.; and Roy Anderson III, president and CEO of Roy Anderson Corp. Seal was the first chair of INFINITY Science Center Inc., which has led in development of the project. Roy Anderson Corp. plans to begin construction on the 72,000-square-foot, $28 million science and education center in May. The Mississippi Department of Transportation (MDOT) also is set to begin construction of a $2 million access road to the new center. The April 6 ceremony was attended by numerous officials, including former Stennis Space Center Directors Jerry Hlass and Roy Estess; Mississippi Senate President Pro Tempore Billy Hewes, R-Gulfport; Mississippi Rep. Diane Peranich, D-Pass Christian; and MDOT Southern District Commissioner Wayne Brown.

  11. Toward a constructive physics

    We argue that the discretization of physics which has occurred thanks to the advent of quantum mechanics has replaced the continuum standards of time, length and mass which brought physics to maturity by counting. The (arbitrary in the sense of conventional dimensional analysis) standards have been replaced by three dimensional constants: the limiting velocity c, the unit of action h, and either a reference mass (eg m/sub p/) or a coupling constant (eg G related to the mass scale by hc/(2πGm/sub p/2) approx. = 1.7 x 1038). Once these physical and experimental reference standards are accepted, the conventional approach is to connect physics to mathematics by means of dimensionless ratios. But these standards now rest on counting rather than ratios, and allow us to think of a fourth dimensionless mathematical concept, which is counting integers. According to constructive mathematics, counting has to be understood before engaging in the practice of mathematics in order to avoid redundancy. In its strict form constructive mathematics allows no completed infinities, and must provide finite algorithms for the computation of any acceptable concept. This finite requirement in constructive mathematics is in keeping with the practice of physics when that practice is restricted to hypotheses which are testable in a finite time. In this paper we attempt to outline a program for physics which will meet these rigid criteria while preserving, in so far as possible, the successes that conventional physics has already achieved

  12. Toward a constructive physics

    Noyes, H.P.; Gefwert, C.; Manthey, M.J.

    1983-06-01

    We argue that the discretization of physics which has occurred thanks to the advent of quantum mechanics has replaced the continuum standards of time, length and mass which brought physics to maturity by counting. The (arbitrary in the sense of conventional dimensional analysis) standards have been replaced by three dimensional constants: the limiting velocity c, the unit of action h, and either a reference mass (eg m/sub p/) or a coupling constant (eg G related to the mass scale by hc/(2..pi..Gm/sub p//sup 2/) approx. = 1.7 x 10/sup 38/). Once these physical and experimental reference standards are accepted, the conventional approach is to connect physics to mathematics by means of dimensionless ratios. But these standards now rest on counting rather than ratios, and allow us to think of a fourth dimensionless mathematical concept, which is counting integers. According to constructive mathematics, counting has to be understood before engaging in the practice of mathematics in order to avoid redundancy. In its strict form constructive mathematics allows no completed infinities, and must provide finite algorithms for the computation of any acceptable concept. This finite requirement in constructive mathematics is in keeping with the practice of physics when that practice is restricted to hypotheses which are testable in a finite time. In this paper we attempt to outline a program for physics which will meet these rigid criteria while preserving, in so far as possible, the successes that conventional physics has already achieved.

  13. Automated Construction Data Management System

    McCullouch, Bob G.

    1991-01-01

    Project engineers and managers involved in construction spend a disproportionate amount of time collecting and processing construction data. This processing of data typically causes the construction manager to be distracted from the more important task of supervising and controlling the project. The amount of construction data will most likely continue to expand in the future creating more of a burden on the construction manager. So reducing the volume of data most likely will not occur. New ...

  14. Inception phase of construction project

    Zahirović, Bojan

    2015-01-01

    The thesis describes the construction project in terms of investment. The documentation is collected for the design and concept phase. In addition to the aforementioned investment documentation there is the environmental and spatial documentation and implementation path for the construction project start. Construction project coordination is interlinked with management, i.e. connection of two disciplines – economics and construction – into construction management, which is credite...

  15. Nonradioactive Air Emissions Notice of Construction use on a portable exhauster on 241-A-101 tank during salt well pumping

    Hays, C.B.

    1996-04-17

    The 241-A-101 tank, a 22.9 meter 3,785,400 liter capacity SST, was constructed from the fourth generation of tank designs, which were capable of holding boiling or self-concentrating waste. Construction features a reinforced concrete shell, dome, and base with a mild steel liner covering the bottom and sidewalls. The tank has a flat bottom with a usable waste depth of approximately 9.4 meters. The tank was put into service in 1956 to store plutonium-uranium extraction (PUREX) high-level waste and organic wash waste. The waste was allowed to self-concentrate up until 1968. Tank sluicing was performed in 1969 and again in 1976 to reduce the amount of strontium and cesium, the two isotopes found to be the main heat generating sources in the tank. In 1978, the tank was reassigned for saltcake storage. The tank was taken out of service in November 1980 and partially isolated in 1982. Salt well pumping is a method used to interim stabilize SSTS. Interim stabilization is commenced once all the liquid above the solids has been removed (primary stabilization). Interim stabilization removes the gravity drainable liquid and the interstitial liquid between the solids from the SST and transfers the liquid to a double-shell tank (DST) or to a staging double-contained receiver tank (DCRT), which is subsequently transferred to a DST. Pumping is accomplished at very low flow rates, 15.1 liters per minute or less. Normally, salt well pumping is performed without the need of an exhauster. However, recent safety evaluations concluded that a minimum exhaust flow rate of 7.1 cubic meters per minute would be required to enhance the safety of the tank. Therefore, active ventilation will be part of this process for the 241-A-101 tank. This document details the Nonradioactive Air Emissions Notice of Construction for the use of a portable exhauster on Tank 241-A-101 during salt well pumping and other routine activities.

  16. Meaning construction in remembering

    Wagoner, Brady

    2011-01-01

    F.C. Bartlett and L.S.Vygotsky were two seminal figures in the psychological study of remembering. Both emphasized the role of meaning and imagination in this process. Bartlett did this by showing the systematic and holistic changes that ensue when cultural material is repeatedly reproduced outside...... of the group to which it belongs. Vygotsky, on the other hand, attended to the ways in which we construct meaningful ―signs‖ as artificial memory aids to solve memory problems that go beyond our natural capacities. These two approaches are brought together to show how we utilize various cultural resources...

  17. Constructing Healthcare Spaces

    Harty, Chris; Holm Jacobsen, Peter; Tryggestad, Kjell

    2015-01-01

    The aim of this paper is to inquire into the role of project visualisations in shaping healthcare spaces and practices. The study draws upon an ethnographic field study from a large on-going hospital construction project in Denmark, and focuses on the early phases of on-boarding the design team...... into the project organisation. The theoretical contribution concerns the ways in which project visualisations plays an active role in developing novel conceptions of space and how these are mobilized in the process of on-boarding, in terms of 1. Design space (especially the engagement of users in the design...

  18. Constructive optimality theoretic syntax

    Zeevat, H.

    2008-01-01

    This paper documents efforts at developing a constructive optimality theory. Several years ago, two 3rd year AI-students, Chris Regenboog and Jacco van Willegen, came up with an idea to implement optimality theory, in a special case —a system partially describing Dutch word order—. Me and some students have been trying to work out their ideas further in the period since, but many issues still remain open. This paper reports on a reconstruction of Bresnan's Optimal Syntax and a new integrated ...

  19. Provability Calculus of Constructions

    Nyblad, Kasten

    This thesis presents a type system, Provability Calculus of Constructions (PCoC) that can be used for the formalization of logic. In a theorem prover based on the system, the user can extend the prover with new inference rules in a logically consistent manner. This is done by representing PCoC as...... values and data types within PCoC. The new feature of PCoC is that results of the representation of PCoC can be lifted to PCoC itself. The lifting is fully formalized in PCoC, and the logic therefore supports reflection....

  20. Nuclear reactor constructions

    A nuclear reactor construction comprising a reactor core submerged in a pool of liquid metal coolant in a primary vessel which is suspended from the roof structure of a containment vault. Control rods supported from the roof structure are insertable in the core which is carried on a support structure from the wall of the primary vessel. To prevent excessive relaxation of the support structure whereby the control rods would be displaced relative to the core, the support structure incorporates a normally inactive secondary structure designed to become effective in bracing the primary structure against further relaxation beyond a predetermined limit. (author)

  1. Reactor PIK construction

    The construction work at the 100 MW researches reactor PIK in year 2002 was in progress. The main activity was concentrated on mechanical, ventilation and electrical equipment. Some systems and subsystems are under adjustment. Hydraulic driving gear for beam shutters are finished in installation, rinsing, and adjusting. Regulating rods test assembling was done. On the critical assembly the first reactor fueling was tested to evaluate the starting neutron source intensity and a sufficiency of existing control and instrument board. Mainline of the PIK facility design and neutron parameters are presented. (author)

  2. Assessing the sustainable construction of large construction companies in Malaysia

    Adewale, Bamgbade Jibril; Mohammed, Kamaruddeen Ahmed; Nasrun, Mohd Nawi Mohd

    2016-08-01

    Considering the increasing concerns for the consideration of sustainability issues in construction project delivery within the construction industry, this paper assesses the extent of sustainable construction among Malaysian large contractors, in order to ascertain the level of the industry's impacts on both the environment and the society. Sustainable construction explains the construction industry's responsibility to efficiently utilise the finite resources while also reducing construction impacts on both humans and the environment throughout the phases of construction. This study used proportionate stratified random sampling to conduct a field study with a sample of 172 contractors out of the 708 administered questionnaires. Data were collected from large contractors in the eleven states of peninsular Malaysia. Using the five-level rating scale (which include: 1= Very Low; 2= Low; 3= Moderate; 4= High; 5= Very High) to describe the level of sustainable construction of Malaysian contractors based on previous studies, statistical analysis reveals that environmental, social and economic sustainability of Malaysian large contractors are high.

  3. Innovations in nuclear concrete constructions

    The technical requirements and scope of concrete work on nuclear projects present significant engineering and construction challenges. These demands represent the extremes in many areas of construction operations. In meeting these challenges, engineering and construction forces have developed several innovations which can be beneficially applied to other types of construction. Innovative approaches in the general categories of engineering scope, construction input to engineering, work planning, special methods and techniques, and satisfaction of quality assurance requirements are given in this paper. The transfer of this technology to other segments of the construction industry will improve overall performance by avoiding the problem areas encountered on nuclear projects

  4. Construction of Monju

    The construction works was started in January, 1983. The main works can be divided into (1) the construction of the roads to the site including the repair of the prefectural road, (2) the preparation of the land for temporary installation outside the site, (3) the creation of the site, the excavation for building foundations, the change of the stream in the site, and the land side works of water intake and discharge facilities, (4) the sea area works of bank revetment, breakwaters and unloading quay, and (5) the manufacture of caissons and blocks in the Technoport Fukui about 60 km distant from the site. The main buildings are those for the reactor, reactor auxiliaries, maintenance and waste treatment, diesel engines, and the turbine. The aseismatic structure, the coolant temperature if it leaks were the main considerations. The manufacture, transport and installation of machinery and equipment are reported. The sodium of about 1700 t was imported from France. The MOX fuel for initial charge was produced, and the pellets were filled smoothly. (K.I.)

  5. MAST Upgrade - Construction Status

    Milnes, Joe; Dhalla, Fahim; Fishpool, Geoff; Hill, John; Katramados, Ioannis; Martin, Richard; Naylor, Graham; O'Gorman, Tom; Scannell, Rory

    2015-01-01

    The Mega Amp Spherical Tokamak (MAST) is the centre piece of the UK fusion research programme. In 2010, a MAST Upgrade programme was initiated with three primary objectives, to contribute to: 1) Testing reactor concepts (in particular exhaust solutions via a flexible divertor allowing Super-X and other extended leg configurations); 2) Adding to the knowledge base for ITER (by addressing important plasma physics questions and developing predictive models to help optimise ITER performance of ITER) and 3) Exploring the feasibility of using a spherical tokamak as the basis for a fusion Component Test Facility. With the project mid-way through its construction phase, progress will be reported on a number of the critical subsystems. This will include manufacture and assembly of the coils, armour and support structures that make up the new divertors, construction of the new set coils that make up the centre column, installation of the new power supplies for powering the divertor coils and enhanced TF coil set, progr...

  6. Nuclear power constructions

    The feasibility study and the project design and their role in the process of nuclear power plant construction are analyzed in detail. From the point of view of systems aspects of scientific management, the nuclear power plant is considered to be an element of the power generation and transmission system as well as an intersection of capital investment, scientific and technical development and project designing. Foreign experience is summed up with the planning, designing and building of nuclear power plants. Attention is centred to the feasibility study and project design stages of nuclear power plant construction in the CSSR. The questions are discussed of capital investment, territorial planning activities, pre-project and project documentation; a survey is presented of legislative provisions involving the project design and capital investment spheres. Briefly outlined are topics for further rationalization of feasibility studies, such as standardization and complex project designs of WWER type nuclear power plants, the introduction of data processing in capital investment provision of WWER type nuclear power plants, and international scientific and technical cooperation including the establishment of a international consultancy centre for the designing and methodology of controlling the building, repairs, reconstruction and the decommissioning of WWER type nuclear power plants. (Z.M.). 81 figs., 2 tabs., 12 refs

  7. HTI retrieval demonstration project execution plan

    This plan describes the process for demonstrating the retrieval of difficult Hanford tank waste forms utilizing commercial technologies and the private sector to conduct the operations. The demonstration is to be conducted in Tank 241-C-106

  8. Priorities in Construction IT Research

    Gaarslev, Axel

    Gives the results of a survey of the use and needs of research in IT in relation to construction......Gives the results of a survey of the use and needs of research in IT in relation to construction...

  9. Risk Management in Construction Projects

    Jakše, Tadej

    2006-01-01

    Risk management in construction projects Each project is unique and therefore risk is associated with any project. Time limitation, dynamic and unstable character of construction project result in situations where new risks and uncertainties frequently appear. As a consequence, budget and deadlines specified by the construction project plan are often exceeded. Risk management in construction projects is required if adverse effects of project risks upon the project goals (time, ...

  10. Inductive types in constructive languages

    Bruin, Peter Johan de

    1995-01-01

    This dissertation deals with constructive languages: languages for the formal expression of mathematical constructions. The concept of construction does not only encompass computations, as expressed in programming languages,but also propositions and proofs, as expressed in a mathematical logic, and in particular the construction of structured mathematical objects like sequences and trees. Types may be conceived of as classes of such objects, and inductive types are types whose objects are gen...

  11. Prefabrication in Building Construction: A Perspective of Pakistan Construction Industry

    Nafees Ahmed Memon

    2014-07-01

    Full Text Available Construction industry is facing many problems in terms of construction waste, quality, environment, durability, safety and higher construction cost. Adoption of prefabrication is a possible solution to such problems. Accordingly, there is a need to study the prospects that would stimulate the appropriate discussion of the suitability of prefabrication and other construction methods for concrete buildings. Therefore, this study investigates the significance of advantages in adopting prefabrication along with hindrances through questionnaire survey. The data has been analyzed using RIW (Relative Importance Weight method as a MCDM approach. The results depict that main advantages of prefabrication are ?Shorter construction time? and ?Less construction site waste?. The top hindrances in adopting prefabrication as identified in this study are: ?Higher initial construction cost? and ?Inflexible for design changes?. Based on the survey results and apparent progress in the adoption of prefabrication around the world, it is concluded that the use of prefabrication is likely to increase in developing countries like Pakistan

  12. Prefabrication in building construction: a perspective of pakistan construction industry

    Construction industry is facing many problems in terms of construction waste, quality, environment, durability, safety and higher construction cost. Adoption of prefabrication is a possible solution to such problems. Accordingly, there is a need to study the prospects that would stimulate the appropriate discussion of the suitability of prefabrication and other construction methods for concrete buildings. Therefore, this study investigates the significance of advantages in adopting prefabrication along with hindrances through questionnaire survey. The data has been analyzed using RIW (Relative Importance Weight) method as a MCDM approach. The results depict that main advantages of prefabrication are Shorter construction time and Less construction site waste. The top hindrances in adopting prefabrication as identified in this study are: Higher initial construction cost and Inflexible for design changes. Based on the survey results and apparent progress in the adoption of prefabrication around the world, it is concluded that the use of prefabrication is likely to increase in developing countries like Pakistan. (author)

  13. Optimal Test Construction. Research Report.

    Veldkamp, Bernard P.

    This paper discusses optimal test construction, which deals with the selection of items from a pool to construct a test that performs optimally with respect to the objective of the test and simultaneously meets all test specifications. Optimal test construction problems can be formulated as mathematical decision models. Algorithms and heuristics…

  14. Complex performance in construction

    Bougrain, Frédéric; Forman, Marianne; Gottlieb, Stefan Christoffer;

    industry. The main objective of this project was to understand how the development of integrated solutions in construction led to distinct configuration of actors and structures. Furthermore, the project analyses whether these changes modified project processes and contributed to the delivery of new value...... to the end users. This report summarises the results from work undertaken in the international collaborative project “Procuring and Operating Complex Products and Systems in Construction” (POCOPSC). POCOPSC was carried out in the period 2010-2014. The project was executed in collaboration between......To fulfil the expectations of demanding clients, new project-delivery mechanisms have been developed. Approaches focusing on performance-based building or new procurement processers such as new forms of private-public partnerships are considered as solutions improving the overall performance of the...

  15. Constructing visual representations

    Huron, Samuel; Jansen, Yvonne; Carpendale, Sheelagh

    2014-01-01

    tangible building blocks. We learned that all participants, most of whom had little experience in visualization authoring, were readily able to create and talk about their own visualizations. Based on our observations, we discuss participants’ actions during the development of their visual representations......The accessibility of infovis authoring tools to a wide audience has been identified as a major research challenge. A key task in the authoring process is the development of visual mappings. While the infovis community has long been deeply interested in finding effective visual mappings......, comparatively little attention has been placed on how people construct visual mappings. In this paper, we present the results of a study designed to shed light on how people transform data into visual representations. We asked people to create, update and explain their own information visualizations using only...

  16. TOTEM Construction Complete

    Katarina Anthony

    2011-01-01

    The winter technical stop saw the final steps of the installation of the TOTEM experiment. After 8 years of development, the inelastic telescope T1 was successfully installed inside CMS at both sides of the interaction point. This detector joins the previously installed inelastic telescope T2 and the Roman Pots (147m and 220m from the CMS interaction point) to study both elastic and inelastic proton scattering.   The Genova team who designed and built the detector in front of the '+' arm of the T1 telescope after final insertion. All the detector chambers were assembled at the Petersburg Nuclear Physics Institute, Gatchina, Russia. Major contributions to the construction of the support structure and the installation process came from CERN. “Installing the T1 detector was an important milestone for TOTEM,” says Joachim Baechler, Technical Coordinator for TOTEM. Enrico Robutti from Genova, responsible for the T1 project, added: "The T1 detector was carefully installed ...

  17. Hanford tank initiative test facility site selection study

    The Hanford Tanks Initiative (HTI) project is developing equipment for the removal of hard heel waste from the Hanford Site underground single-shell waste storage tanks. The HTI equipment will initially be installed in the 241-C-106 tank where its operation will be demonstrated. This study evaluates existing Hanford Site facilities and other sites for functional testing of the HTI equipment before it is installed into the 241-C-106 tank

  18. Advanced construction methods in ACR

    The ACR - Advanced CANDU Reactor, developed by Atomic Energy of Canada Limited (AECL), is designed with constructability considerations as a major requirement during all project phases from the concept design stage to the detail design stage. This necessitated a much more comprehensive approach in including constructability considerations in the design to ensure that the construction duration is met. For the ACR-700, a project schedule of 48 months has been developed for the nth replicated unit with a 36 month construction period duration from First Concrete to Fuel Load. An overall construction strategy that builds on the success of the construction methods that are proven in the construction of the Qinshan CANDU 6 project has been developed for the ACR. The overall construction strategy comprises the 'Open Top' construction technique using a Very Heavy Lift crane, parallel construction activities, with extensive modularization and prefabrication. In addition, significant applications of up to date construction technology will be implemented, e.g. large volume concrete pours, prefabricated rebar, use of climbing forms, composite structures, prefabricated permanent formwork, automatic welding, and utilization of the latest electronic technology tools such as 3D CADDs modelling yields a very high quality, clash free product to allow construction to be completed 'right the first time' and eliminates rework. Integration of 3D CADDs models and scheduling tools such as Primavera has allowed development of actual construction sequences and an iterative approach to schedule verification and improvement. Modularization and prefabrication are major features of the ACR design in order to achieve the project schedule. For the reactor building approximately 80% of the volume will be installed as modules or prefabricated assembles. This ensures critical path activities are achieved. This paper examines the advanced construction methods implemented in the design in order to

  19. Hazardous waste dislodging and conveyance: The confined sluicing method

    This report describes an investigation of a means for dislodging and conveying waste currently stored in underground storage tanks. A series of experiments have been carried out to evaluate the potential of a medium pressure, medium flow rate cutting system as a means of dislodging the waste. It has been found that waterjets at a pressure of 10,000 psi can effectively cut the material which has been chosen to simulate the hardened saltcake within the storage tanks. Based on a parameterization test it has thus been calculated that an inlet flow volume of approximately 30 gallons per minute will be sufficient to excavate 30 gallons per minute of waste from a tank. In order to transport the resulting slurry from the tank, a modified jet pump has been developed and has demonstrated its capability of conveying fluid and waste particles, up to one inch in diameter, to a height of more than 60 feet. Experiments were conducted to examine different configurations to achieve the production levels required for waste removal and to clean the walls of residual material. It was found more effective to clean the walls using an inclined angle of impact rather than a perpendicular angle of impact in order to provide a safeguard against driving the water through any cracks in the containment. It was demonstrated that excavation can take place with almost total immediate extraction of the water and debris from the cutting process. The results have qualitatively shown the potential of a medium pressure waterjet system for achieving the required results for underground storage tank waste retrieval

  20. Single shell tank sluicing history and failure frequency

    This document assesses the potential for failure of the single-shell tanks (SSTs) that are presumably sound and helps to establish the retrieval priorities for these and the assumed leakers. Furthermore, this report examines probabilities of SST failure as a function of age and operational history, and provides a simple statistical summary of historical leak volumes, leak rates, and corrosion factor

  1. Inspection of Construction Works According to Polish Construction Law

    Czemplik, A.

    2015-11-01

    Construction regulations are still different in many European countries, even though the European Union directives have unified many acts for construction works and construction products in the member countries. The scheme of the construction process presented in the paper could be valid for most countries, despite of detailed regulations of legal systems. The number of construction regulations to be followed in order to get the Construction Permit in Poland is rather big, so the time between the start of the investment process and the day when the Construction Permit is issued could be several months. Only licensed professional engineers can play the role of site managers, site inspectors and designers, registered for the given construction project. Duties and responsibilities (civil liability) of these engineers are strictly defined by regulations. The obligatory inspection of construction works should be executed by the licensed site inspectors. Moreover, the works can be incidentally inspected by Authority, banks, insurance companies or designers. Foreign designers and foreign site engineers in order to be allowed by respective Authority to play official roles on Polish construction sites should present documents proving that they can do the same jobs in their countries as per regulations obligatory there.

  2. SUBSURFACE CONSTRUCTION AND DEVELOPMENT ANALYSIS

    The purpose of this analysis is to identify appropriate construction methods and develop a feasible approach for construction and development of the repository subsurface facilities. The objective of this analysis is to support development of the subsurface repository layout for License Application (LA) design. The scope of the analysis for construction and development of the subsurface Repository facilities covers: (1) Excavation methods, including application of knowledge gained from construction of the Exploratory Studies Facility (ESF). (2) Muck removal from excavation headings to the surface. This task will examine ways of preventing interference with other subsurface construction activities. (3) The logistics and equipment for the construction and development rail haulage systems. (4) Impact of ground support installation on excavation and other construction activities. (5) Examination of how drift mapping will be accomplished. (6) Men and materials handling. (7) Installation and removal of construction utilities and ventilation systems. (8) Equipping and finishing of the emplacement drift mains and access ramps to fulfill waste emplacement operational needs. (9) Emplacement drift and access mains and ramps commissioning prior to handover for emplacement operations. (10) Examination of ways to structure the contracts for construction of the repository. (11) Discussion of different construction schemes and how to minimize the schedule risks implicit in those schemes. (12) Surface facilities needed for subsurface construction activities

  3. CRITICAL EVENTS IN CONSTRUCTION PROCESS

    Jørgensen, Kirsten; Rasmussen, Grane Mikael Gregaard

    2009-01-01

    building process and includes all participants in the construction project. A general result from the analysis was that critical events that occurred when the site was not using Lean Construction evolved much longer than critical events that occurred in the period when Lean Construction was used. Another......Function failures, defects and poor communication are major problems in the construction industry. These failures and defects are caused by a row of critical events in the construction process. The purpose of this paper is to define “critical events” in the construction process and to investigate...... cause-effects of failures and defects in the construction industry by using an analytical approach (The bowtie model) which is developed in the accident research. Using this model clarifies the relationships within the chain of failures that causes critical events with undesirable consequences. In this...

  4. Progress in ITER Construction

    Full text: Since the entry into force of the ITER Agreement in October 2007, the ITER Organization and the Domestic Agencies have made significant progress in the finalization of the ITER design and the establishment of the baseline. This paper will describe the main advances and achievements since the last IAEA conference. The Integrated Project Schedule has gone through a number of iterations following interactions with Domestic Agencies and their industries. With operating a First Plasma at the end of 2019 construction will be finished and the functionality of all major components will be demonstrated. Through a series of operation and installation campaigns in the following seven years full DT operation should be reached by 2026. The associated resource estimate for the cost of the ITER Organization has been reviewed by an independent panel and has been developed using common project management practices. Attention has been paid to the development of risk based assessments of the schedule giving confidence that this schedule can be achieved if no major unforeseen events happen. The ITER platform has been prepared by Agence ITER France and was finalized by the summer of 2009. The next stage will be the start of the excavation and construction of the anti-seismic support structure for the tokamak building. The road between the harbor of Marseille and the Cadarache site is ready to receive the first test convoys. Just under 90% of the components for ITER will provided in-kind by the Members through so-called Procurement Arrangements, which are bi-lateral agreements between the ITER Organization and the Domestic Agencies. Until now 34 Procurement Arrangements have been signed, representing almost half of the value of the total in-kind contributions. The first Procurement Arrangements concentrated on the long-lead items, such as the Magnet systems, Buildings and the Vacuum Vessel. Most of the Procurement Arrangements for these long-lead items have now been

  5. Sucker rod construction

    Anderson, R.A.; Goodman, J.L.; Tickle, J.D.; Liskey, A.K.

    1987-03-31

    A sucker rod construction is described comprising: a connector member being formed to define a rod receptacle having a closed axially inner end and an open axially outer end, the rod receptacle having axially spaced, tapered annular surfaces, a cylindrical fiberglass rod having an end having an outer surface being received within the rod receptacle through the outer end and cooperating therewith to define an annular chamber between the outer surface of the end of the rod and the tapered annular surfaces, and a bonding means positioned in the annular chamber for bonding to the outer surface of the end of the rod to confront the tapered annular surfaces, each annular surface having an angle of taper with respect to the outer surface of the fiberglass rod, and each angle of taper being progressively and uniformly less toward the open end by an amount between one and one-half degrees and two degrees, inclusive, and a collet connected to the connector member adjacent the open axially outer end of the rod receptacle and having an axial bore therethrough retaining the end of the rod in coaxial position within the rod receptacle.

  6. Constructing Sentient Androids

    AMOROSO; Richard; L.

    2015-01-01

    Generally the simplistic distinction between a humanoid robot,a computerized machine capable of replicating a variety of complex human functions automatically,and an android is one of appearance; an android is meant to look and act like a human being even to the extent of being indistinguishable. While one day a yottaflop(1024 bits per second) hyper-supercomputer could have a sufficient holographic database and processing power to be truly indistinguishable from a human being,the issue of the applicability of sentience(self-awareness) to an android comes to the forefront. The currently dominant cognitive model of awareness,closely aligned to the AI model,states that mind equals brain and that once correct algorithms are known all of human intelligence could be replicated artificially. This is the so-called mechanistic view: ‘The laws of physics and chemistry are sufficient to describe all living systems; no additional life principle is required’. In this work we develop the point of view that the regime of Unified Field Mechanics(UFM) supplies an inherent action principle driving both the evolution of complex Self-Organized Living Systems(SOLS) and the physical processes of awareness. These UFM parameters in conjunction with ‘conscious quantum computing’(class of quantum computer modeled with physical parameters of mind-body interaction) putatively leads directly to the construction of sentient(or sentient-like) Androids.

  7. Magnetic trap construction.

    Lionnet, Timothée; Allemand, Jean-François; Revyakin, Andrey; Strick, Terence R; Saleh, Omar A; Bensimon, David; Croquette, Vincent

    2012-01-01

    In recent years, techniques have been developed to study and manipulate single molecules of DNA and other biopolymers. In one such technique, the magnetic trap, a single DNA molecule is bound at one end to a glass surface and at the other to a magnetic microbead. Small magnets, whose position and rotation can be controlled, pull on and rotate the microbead. This provides a simple method to stretch and twist the molecule. The system allows one to apply and measure forces ranging from 10(-3) to >100 picoNewtons (pN). In contrast to other techniques, the force measurement is absolute and does not require calibration of the sensor. This protocol describes a procedure for building and using a magnetic trap. It gives a method for constructing a microchamber suitable for magnetic tweezers studies, including antibody coating and passivation. It also describes a series of simple steps to achieve end-labeling of DNA anchoring fragments. One anchoring fragment is biotin-labeled and the other is labeled with digoxigenin. The anchoring fragments are then digested and ligated to a central DNA region containing the sequence of interest. The biotinylated DNA is adsorbed onto streptavidin-coated magnetic beads, and the DNA-bead mixture attaches specifically to the antidigoxigenin-coated surface of the microchamber. PMID:22194260

  8. Mega Construction Projects: using stakeholder management for enhanced sustainable construction

    Eyiah-Botwe, E; Aigbavboa, C; Thwala, WD

    2016-01-01

    The need for mega construction projects development for accelerated socio-economic growth is long overdue for developing countries. Some studies have considered stakeholder management and sustainable construction concepts separately without exploring the simultaneous use for mega projects delivery. This paper reviews the two concepts and suggests a process for enhanced sustainable construction delivery. This study forms part of a broader Ph.D. study on “Development of sustainable ...

  9. PRIORITISING LEAN CONSTRUCTION BARRIERS IN UGANDA'S CONSTRUCTION INDUSTRY

    Henry Mwanaki Alinaitwe, , and

    2009-01-01

    Engaging in lean construction efforts could prove to be highly rewarding for building firms in Uganda. However, lean construction is risky and can be disastrous if not properly managed. Lean production efforts in some other countries have not been successful due to the many barriers to its successful implementation. To enable sound lean construction efforts and to increase the chances of success in eliminating waste, a thorough investigation of the barriers is essential. This study presents 3...

  10. Challenges in PFBR civil construction

    Civil works of PFBR has posed numerous design and construction challenges. Eight safety related nuclear buildings of PFBR are founded on a single raft, first of its kind in Indian nuclear Reactors. Construction of eight interconnected buildings on the common raft has been challenge for construction material transportation. The construction of Nuclear Island Connected Buildings (NICB) raft was completed in three and a half months. This massive 100mx100m raft for NICB, requiring 35000 cubic meter of concrete was undertaken in twelve pours. This Herculean task required storage of massive quantities of raw materials and ice. The construction of Turbo Generator (TG) building including TG mat and deck and interconnection with NICB posed enormous construction challenges that were well planned and executed. The intake and outfall structures too are exemplary construction handled effectively at PFBR. The excavation for the nuclear and power islands was large and deep. Rock out crops were found starting at various depths of excavation, requiring extensive planning controlled blasting and mechanization in excavation. This also required innovative dewatering procedures in sandy terrain often mixed with clay. Ground water table at PFBR site being high, water proofing for massive underground structure of PFBR was required to be carefully engineered and handled. This started with innovative grouting of excavated strata below the raft till required permeability was met and bone dry condition was achieved for laying of waterproofing membranes. Concurrent construction and regulatory reviews and stage wise clearance for civil construction required dynamic construction planning and sequencing. The scope of civil construction in PFBR expands to critical steel fabricated structures integrated with civil works. This includes huge embedment erected to very close tolerances. Large size panels for upper lateral, lower lateral and bottom shields were fabricated to intricate contours with

  11. KSTAR construction and commissioning

    KSTAR's twelve years project has been officially completed by declaring the first plasma achievement on July 15th, 2008. KSTAR, the fist Nb3Sn-based fully superconducting tokamak device, has come a long path, overcoming many difficult situations. The detailed engineering design and infrastructure setup for R and D have been completed in 2001. In March 2008, after the construction period of seven years, the KSTAR assembly has been completed, by connecting the cryogenic transfer lines between the tokamak and the cryogenic distribution system within six months in the condition of preliminary study. The commissioning on KSTAR has been progressed from April to July, through the following four steps: vacuum, cryogenic cool down, superconducting magnet test, and plasma start-up. KSTAR has successfully passed the vacuum and cool down commissioning at the first trial. As scheduled, the basic environment with the vacuum at 3 x 10-8 mbar and the temperature below 4.5K has maintained without any cold helium leak. Next, all of the superconducting magnets have been conducted using the integrated plasma control system (PCS) for fast current and position control. The first plasma discharge has been initiated under time synchronized operation of the power supplies, the ECH pre-ionization system, the gas-puffing system, and the initial set of diagnostics systems. After about 400 successive test plasma discharges, during which plasma was successfully controlled with a flat-top current of 120 KA, duration of up to 800 ms has been obtained at KSTAR. All of the commissioning contents, such as objectives, must-check items, target parameters, and commissioning results, will be presented in this paper. Specifically, various histories, such as vacuum, temperature, stress, plasma shot, and machine failure, will be reported. (author)

  12. MODULAR CONSTRUCTION SYSTEM EVALUATION

    The purpose of this study is to respond to U.S. Department of Energy (DOE) Technical Direction Letter (TDL) 02-003 (Waisley 2001), which directs Bechtel SAIC Company, LLC (BSC) to complete a design study to recommend repository design options to support receipt and/or emplacement of any or all of the following: commercial spent nuclear fuel (CSNF), high-level radioactive waste (HLW), DOE-managed spent nuclear fuel (DSNF) (including naval spent nuclear fuel [SNF]), and immobilized plutonium (if available), as soon as practicable, but no later than 2010. From the possible design options, a recommended approach will be determined for further evaluation to support the preliminary design of the repository. This study integrates the results of the repository Design Evolution Study (Rowe 2002) with supporting studies concerning national transportation options (BSC 2002b) and Nevada transportation options (Gehner 2002). The repository Design Evolution Study documents the processes used to reevaluate the design, construction, operation, and cost of the repository in response to TDL 02-003 (Waisley 2001), and to determine possible repository conceptual design options. The transportation studies evaluate the national and Nevada transportation options that support the repository conceptual design options. An evaluation methodology was established, based on Program-level requirements developed for the study in reference BSC 2001a, to allow the repository and system design options to be evaluated on a consistent basis. The transportation options and the design components were integrated into system design implementation options, which were evaluated using receipt and emplacement scenarios. The scenarios tested the ability of the design concept to adapt to changes in funding, waste receipt rate, and Nevada rail transportation availability. The results of the evaluation (in terms of system throughput, cost, and schedule) were then compared to the Program-level requirements, and

  13. Construction Safety Forecast for ITER

    cadwallader, lee charles

    2006-11-01

    The International Thermonuclear Experimental Reactor (ITER) project is poised to begin its construction activity. This paper gives an estimate of construction safety as if the experiment was being built in the United States. This estimate of construction injuries and potential fatalities serves as a useful forecast of what can be expected for construction of such a major facility in any country. These data should be considered by the ITER International Team as it plans for safety during the construction phase. Based on average U.S. construction rates, ITER may expect a lost workday case rate of < 4.0 and a fatality count of 0.5 to 0.9 persons per year.

  14. Conditions of contract for construction

    1999-01-01

    Conditions of Contract for Construction, which are recommended for building or engineering works designed by the Employer or by his representative, the Engineer. Under the usual arrangements for this type of contract, the Contractor constructs the works in accordance with a design provided by the Employer. However, the works may include some elements of Contractor-designed civil, mechanical, electrical and/or construction works.

  15. Construction of the real numbers

    Grešak, Rozalija

    2013-01-01

    In this thesis, there are described two standard constructions of the real numbers, these are the construction of real numbers via Dedekind cuts and the construction with metric fill of the rational numbers. Rational numbers are already a linearly ordered commutative field, so we first list the axioms of a linearly ordered commutative field. Then we take a look to the Dedekind's axiom, which only applies to real numbers and distinguishes between real and rational numbers. In thesis, there are...

  16. Spectral Tetris Fusion Frame Constructions

    Casazza, Peter G; Heinecke, Andreas; Wang, Yang; Zhou, Zhengfang

    2011-01-01

    Spectral tetris is a flexible and elementary method to construct unit norm frames with a given frame operator having all of its eigenvalues greater than or equal to two. One important application of this method is the construction of fusion frames. We provide a sufficient condition for using spectral tetris to construct a fusion frame with prescribed eigenvalues for its fusion frame operator and with prescribed dimensions for its subspaces. This condition is shown to be also necessary in the tight case. We then generalize spectral tetris to construct unit norm tight frames of redundancy less than two and use it to derive non-equidimensional tight fusion frames.

  17. ABWR construction experience in Japan

    The construction of Kashiwazaki-Kariwa Nuclear Power Station Unit No. 6 and 7 (K6 and 7) owned by Tokyo Electric Power Company (TEPCO), have been in service since November 1996 and September 1997 respectively, and are the first ABWRs in the world. Hitachi, Ltd. and Toshiba Corporation took part in the projects and achieved safety construction in 52- month schedule from rock inspection to turnover in cooperation with TEPCO and other contractors with broad experience in BWRs. Taking advantage of experience of the Kashiwazaki construction, the ABWR construction methods realize to satisfy with requests from electric power companies and to fit site conditions. The Chubu Electric Power Company's Hamaoka Nuclear Power Station Unit No. 5 (Hamaoka 5) and Hokuriku Electric Power Company's Shika Nuclear Power Station Unit No. 2 (Shika 2), which are ABWRs, completed rock inspection in May 2000 and June 2001 respectively, and are under construction. The ABWR construction methods are proved their validity through four actual construction projects. Safe constructions with the highest quality have been advanced thus further aiming at the introduction of the latest technologies and contributing to reduce plant construction costs and also to shorten schedule. (author)

  18. Efficient on-site construction

    Thuesen, Christian Langhoff; Hvam, Lars

    2011-01-01

    Purpose – This research aims to analyse the implementation of a German platform for housing projects through a successful case on modern methods of construction featuring efficient on-site construction. Through continuous development, the platform has been carefully designed to suit a carefully...... costing); and incremental rather than radical innovation. Originality/value – The findings challenge the predominant understanding of industrialisation of the construction processes, illustrating how substantial improvements can be achieved through platform thinking, on-site production and traditional...... construction practices....

  19. Challenges in PFBR civil construction

    Civil works of PFBR has posed numerous design and construction challenges. Eight safety related nuclear buildings of PFBR are founded on a single raft, first of its kind in Indian nuclear Reactors. Construction of eight interconnected buildings on the common raft has been challenge for construction material transportation. Thus Herculean task, require storage of massive quantities of raw materials and ice. The civil construction scope in PFBR expanded to critical steel fabricated structures integrated with civil works. This includes huge embedment erected to very close tolerances. Large size panels for upper lateral, lower lateral and bottom shields were to be fabricated to intricate contours with tight tolerances and were required to be transported to locations from far off distances; this was well accomplished without loss of tolerances of fabricated structures. Novel construction practices and stringent quality control procedures were implemented to accomplish this critical requirement. Integration of cooling coils inside the safety vessel flanges after completing the reactor vault and safety vessel erection, required special contour bending for numerous reinforcement and development of special construction methodology. The neutron detector box integration with bottom shield was also a construction challenge posed and well addressed by site. Many mock ups were to be carried out for demonstrating the construction procedures and methodology for critical construction activities. Maintaining the stringent requirements such as clean room conditions was a major challenge and was met effectively. Equipment erection in parallel to civil works too required innovative solutions for clean condition maintenance while civil works are in progress. it can be said that the civil construction of PFBR has emerged as a marvel of technology handled professionally by competent engineers deploying scientific construction techniques and stringent quality control procedures. (author)

  20. A Categorical Construction of Ultrafilters

    Litt, Daniel; Kominers, Scott D

    2007-01-01

    We provide a brief exposition of ultrafilters and offer a categorical construction for them in terms of the inverse limit of an inverse family of finite partitions. From this construction, we derive a result which answers the conjecture of E. Rosinger posed in arXiv:0709.0084v2 in the negative.

  1. Constructing Programs from Example Computations.

    Bierman, A. W.; Krishnaswamy, R.

    This paper describes the construction and implementation of an autoprogramming system. An autoprogrammer is an interactive computer programming system which automatically constructs computer programs from example computations executed by the user. The example calculations are done in a scratch pad fashion at a computer display, and the system…

  2. Building Construction Estimating, Carpentry: 901897.

    Dade County Public Schools, Miami, FL.

    The curriculum guide outlines a course for grades 11 and 12 in carpentry designed to provide instructions in mathematics and its application to determining construction costs. Students completing the course will be expected to have the skills and knowledge of building construction plans, concrete forms, walls, roofs, doors and stairs, in addition…

  3. About Hebei Jianxin Construction Group

    2007-01-01

    @@ Hebei Jianxin Construction (Group) Ltd. was incorporated in August 1984. As the holding company, Hebei Jianxin Construction (Group)Ltd. along with five companies under its holding, such as Baoding New Generation Real Estate Development Co., Ltd. and Baoding New Generation Property Management Co., Ltd., formed Hebei Jianxin Architectural Group (hereafter, the Group).

  4. Strategic Scenario Construction Made Easy

    Duus, Henrik Johannsen

    2016-01-01

    article uses insights from the area of strategic forecasting (of which scenario planning is a proper subset) and experiences gained from a recent course in that area to develop a simpler, more direct, hands-on method for scenario construction and to provide several ideas for scenario construction that can...

  5. Design Processes and Constructive Ergonomics

    Broberg, Ole

    2015-01-01

    This paper discusses some central issues in the concept of constructive ergonomics. It does so by reflecting on experiences from ergonomics intervention projects carried out in Denmark. Constructive ergonomics has a huge potential as a new way to go for ergonomics research and practice. However...

  6. On construction of quality culture

    This paper mainly addresses the formation, the function and the structure of Quality Culture, and the content, objective and method for the construction of Quality Culture. It gives a train of thoughts to the construction of Quality Culture in NPIC. (authors)

  7. Direct construction of code loops

    Nagy, Gabor P.

    2004-01-01

    Code loops were introduced by R. L. Griess. R.L. Griess and T. Hsu gave methods to construct the corresponding code loop from any given doubly even binary code; both these methods used some kind of induction. In this paper, we present a global construction of the loop, where we apply the correspondance between the concepts of Moufang loops and groups with triality.

  8. Construction processes in schizophrenic patients

    Filip, Miroslav

    Belgrade: Serbian Constructivist Association, 2011, s. 213-227. ISBN 978-86-913427-1-5. [European Personal Construct Association Conference /10./. Belgrade (RS), 09.04.2010-12.04.2010] R&D Projects: GA ČR GP406/09/P604 Institutional research plan: CEZ:AV0Z70250504 Keywords : schizophrenia * personal construct psychology * loosening Subject RIV: AN - Psychology

  9. Combinatorial designs constructions and analysis

    Stinson, Douglas R

    2004-01-01

    Created to teach students many of the most important techniques used for constructing combinatorial designs, this is an ideal textbook for advanced undergraduate and graduate courses in combinatorial design theory. The text features clear explanations of basic designs, such as Steiner and Kirkman triple systems, mutual orthogonal Latin squares, finite projective and affine planes, and Steiner quadruple systems. In these settings, the student will master various construction techniques, both classic and modern, and will be well-prepared to construct a vast array of combinatorial designs. Design theory offers a progressive approach to the subject, with carefully ordered results. It begins with simple constructions that gradually increase in complexity. Each design has a construction that contains new ideas or that reinforces and builds upon similar ideas previously introduced. A new text/reference covering all apsects of modern combinatorial design theory. Graduates and professionals in computer science, applie...

  10. Statics of historic masonry constructions

    Como, Mario

    2016-01-01

    This successful book, which is now appearing in its second edition, presents a comprehensive new Statics of Masonry Constructions. Masonry constructions are the great majority of the buildings in Europe’s historic centres and the most important monuments in its architectural heritage. Given the age of these constructions, the demand for safety assessments and restoration projects is pressing and constant. The book you hold in hands contributes to fill this demand. The second edition integrates the original text of the first edition with new developments, widening and revisions, due to recent research studies achievements. The result is a book that gives a complete picture of the behaviour of the Masonry Constructions. First of all, it gives the fundamentals of its Statics, based on the no-tension assumption, and then it develops the Limit Analysis for the Masonry Constructions. In this framework, through an interdisciplinary approach combining Engineering and Architecture, the book also investigates the sta...

  11. Nonradioactive Air Emissions Notice of Construction use of a portable exhauster on 241-A-101 tank during salt well pumping and other routine activities

    The 241-A-101 tank, a 22.9 meter 3,785,400 liter capacity SST, was constructed from the fourth generation of tank designs, which were capable of holding boiling or self-concentrating waste. Construction features a reinforced concrete shell, dome, and base with a mild steel liner covering the bottom and sidewalls. The tank has a flat bottom with a usable waste depth of approximately 9.4 meters. The tank was put into service in 1956 to store plutonium-uranium extraction (PUREX) high-level waste and organic wash waste. The waste was allowed to self-concentrate up until 1968. Tank sluicing was performed in 1969 and again in 1976 to reduce the amount of strontium and cesium, the two isotopes found to be the main heat generating sources in the tank. In 1978, the tank was reassigned for saltcake storage. The tank was taken out of service in November 1980 and partially isolated in 1982. Salt well pumping is a method used to interim stabilize SSTS. Interim stabilization is commenced once all the liquid above the solids has been removed (primary stabilization). Interim stabilization removes the gravity drainable liquid and the interstitial liquid between the solids from the SST and transfers the liquid to a double-shell tank (DST) or to a staging double-contained receiver tank (DCRT), which is subsequently transferred to a DST. Pumping is accomplished at very low flow rates, 15.1 liters per minute or less. Normally, salt well pumping is performed without the need of an exhauster. However, recent safety evaluations concluded that a minimum exhaust flow rate of 7.1 cubic meters per minute would be required to enhance the safety of the tank. Therefore, active ventilation will be part of this process for the 241-A-101 tank. This document details the Nonradioactive Air Emissions Notice of Construction for the use of a portable exhauster on Tank 241-A-101 during salt well pumping and other routine activities

  12. Collapse simulation of building constructions

    Nekrest'yanov Viktor Nikolaevich

    Full Text Available The physical reasons for building structures destruction are both the forces arising at stress-strain state of construction elements and external influences arising at emergency situations, as well as their moments, impulses and periodic impulses with the frequencies close to of fluctuations frequencies of construction elements. We shall call the mathematical calculation models for the parameters-reasons of destructions the basic models. The basic models of destruction of building structures elements allow not only providing necessary level of reliability and survivability of the elements and the construction as a whole already at the stage of their design, but also giving the chance, at their corresponding completion, to provide rational decisions on the general need of recovery works and their volume depending on destruction level. Especially important for rational design decisions development, which ensure the demanded constructional safety of building structures, is library creation of the basic mathematical models of standard processes of bearing elements destructions for standard construction designs for the purpose of the further forecast (assessment of the level and probabilities of standard destructions. Some basic mathematical models of destructions processes of the standard elements of building structures are presented in the present article. A model of accounting for construction defects and a model of obtaining requirements to probabilities of partial destructions of a construction are given. Both of these models are probabilistic.

  13. Data Policy Construction Set - Building Blocks from Childhood Constructions

    Fleischer, Dirk; Paul-Stueve, Thilo; Jobmann, Alexandra; Farrenkopf, Stefan

    2016-04-01

    A complete construction set of building blocks usually comes with instructions and these instruction include building stages. The products of these building stages usually build from very general parts become highly specialized building parts for very unique features of the whole construction model. This sounds very much like the construction or organization of an interdisciplinary research project, institution or association, doesn't it! The creation process of an overarching data policy for a project group or institution is exactly the combination of individual interests with the common goal of a collaborative data policy and can be compared with the building stages of a construction set of building blocks and the building instructions. Keeping this in mind we created the data policy construction set of textual building blocks. This construction set is subdivided into several building stages or parts each containing multiple building blocks as text blocks. By combining building blocks of all subdivisions it is supposed to create a cascading data policy document. Cascading from the top level as a construction set provider for all further down existing levels such as project, themes, work packages or Universities, faculties, institutes down to the working level of working groups. The working groups are picking from the remaining building blocks in the provided construction set the suitable blocks for its working procedures to create a very specific policy from the available construction set provided by the top level community. Nevertheless, if a working group realized that there are missing building blocks or worse that there are missing building parts, then they have the chance to add the missing pieces to the construction set of direct an future use. This cascading approach enables project or institution wide application of the encoded rules from the textual level on access to data storage infrastructure. This structured approach is flexible enough to allow for

  14. Social Construction: Understanding Construction in a Human Context

    Slivon, Christine; Howell, Gregory; Koskela, Lauri; Rooke, John

    2010-01-01

    As lean construction has evolved as a practice, efforts have been made to develop theoretical foundations for understanding it. These efforts have been informed by our understanding of lean manufacturing, a source of many of the seminal ideas for lean construction. One key insight has been the shift from the understanding of a process as the transformation of materials from inputs to outputs to the view of a process as a flow of materials through a sequence of steps or operations. Another ...

  15. Lean construction: Prospects for the German construction industry

    Johansen, Eric; Walter, Lorenz

    2007-01-01

    There is little, if any, information available about the range and dissemination of lean concepts among construction companies in Germany. Building on the methodologies and conceptual frameworks used in earlier work in the UK (Common et al., 2000) and the Netherlands (Johansen et al., 2002) this study carried out a similar survey among German construction companies to discover the current understanding of lean principles, perceptions of lean and trends in lean development. Qualitative and qua...

  16. Constructional similarity in process of ordered construction families creating

    P. Gendarz

    2008-07-01

    Full Text Available Purpose: The main reason for starting research concerning theory of constructional similarity was need to substitute traditional method of creating ordered families by new algorithmic methods orientated on computer aiding.Design/methodology/approach: The following paper treats about development and putting into practice rules of theory of constructional similarity as a main method realizing γ assignation (which determines relations between parameters of the future technical feature and its design features.Findings: The main achievements presented in this paper are developed theory of constructional similarity orientated on computer aiding, and used in designing process of new technical features. Moreover, method is highly susceptible to parameterization.Research limitations/implications: Analyzed methods develop algorithmisation of designing environment and support integration with the process of preparing the production. Intense research on the theory of technological similarity is being made nowadays.Practical implications: Described methods were being developed on practical examples of creating the module systems of hydraulic cylinders used in mining, slag cars used in metallurgy and gears series of types. Nowadays the gripping devices series of types is being made.Originality/value: Presented in the paper method of construction similarity is basis of selection of design features in the process of ordered construction families (series of types and module systems of constructions creating. Presented method supports intensive development of the types of technical features and affects their competitiveness on the ready market.

  17. Landscape Construction in Dynamical Systems

    Tang, Ying; Yuan, Ruoshi; Wang, Gaowei; Ao, Ping

    The idea of landscape has been recently applied to study various of biological problems. We demonstrate that a dynamical structure built into nonlinear dynamical systems allows us to construct such a global optimization landscape, which serves as the Lyapunov function for the ordinary differential equation. We find exact constructions on the landscape for a class of dynamical systems, including a van der Pol type oscillator, competitive Lotka-Volterra systems, and a chaotic system. The landscape constructed provides a new angle for understanding and modelling biological network dynamics.

  18. Constructed Wetlands for Wastewater Treatment

    Jan Vymazal

    2010-08-01

    Full Text Available The first experiments using wetland macrophytes for wastewater treatment were carried out in Germany in the early 1950s. Since then, the constructed wetlands have evolved into a reliable wastewater treatment technology for various types of wastewater. The classification of constructed wetlands is based on: the vegetation type (emergent, submerged, floating leaved, free-floating; hydrology (free water surface and subsurface flow; and subsurface flow wetlands can be further classified according to the flow direction (vertical or horizontal. In order to achieve better treatment performance, namely for nitrogen, various types of constructed wetlands could be combined into hybrid systems.

  19. Concurrent Delay in Construction Disputes

    Cavaleri, Sylvie Cécile

    Delay is one of the issues most frequently encountered in today’s construction industry; it causes significant economic damage to all parties involved. Construction contracts, standard and bespoke, almost invariably consider delay from a perspective of single liability. If the event causing the...... period of delay can potentially be attributed to several events falling within both parties' spheres of responsibility, commonly termed concurrent delay, is rarely regulated in construction contracts in spite of its common occurrence. This book analyses both the theoretical foundations and the practical...... solutions to the issue of concurrent delay in a comparative perspective between common and civil law systems, with an emphasis on Danish and English law....

  20. Passive-solar construction handbook

    Levy, E.; Evans, D.; Gardstein, C.

    1981-02-01

    Many of the basic elements of passive solar design are reviewed. Passive solar construction is covered according to system type, each system type discussion including a general discussion of the important design and construction issues which apply to the particular system and case studies illustrating designed and built examples of the system type. The three basic types of passive solar systems discussed are direct gain, thermal storage wall, and attached sunspace. Thermal performance and construction information is presented for typical materials used in passive solar collector components, storage components, and control components. Appended are an overview of analysis methods and a technique for estimating performance. (LEW)

  1. What Should Guide Reality Construction?

    Ravn, Ib

    1991-01-01

    in constructivism, which, in its simplest form, is put in the title of the present chapter: What should guide reality construction? What principles or values should guide our construction of economic institutions, foreign policies, roles for the sexes, schooling, care for the sick? This values...... role in co-constructing the reality of her hosts. This acknowledgement implies responsibility and, hence, a personal set of values. If the values problem is central in constructivism as a general outlook on the world, it is even more so in the practice of constructivist research, since the values...

  2. Construction Minerals Operations - Direct Download

    U.S. Geological Survey, Department of the Interior — This map layer includes construction minerals operations in the United States. The data represent commodities covered by the Minerals Information Team (MIT) of the...

  3. Sequential Construction of Costly Networks

    Gutfraind, Alexander [Los Alamos National Laboratory

    2011-01-01

    Natural disasters or attacks often disrupt infrastructure networks requiring a costly recovery. This motivates an optimization problem where the objecitve is to construct the nodes of a graph G(V;E), and the cost of each node is dependent on the number of its neighbors previously constructed, or more generally, any properties of the previously-completed subgraph. In this optimization problem the objective is to find a permutation of the nodes which results in the least construction cost. We prove that in the case where the cost of nodes is a convex function in the number of neighbors, the optimal construction sequence is to start at a single node and move outwards. We also introduce algorithms and heuristics for solving various instances of the problem. Those methods can be applied to help reduce the cost of recovering from disasters as well as to plan the deployment of new network infrastructure.

  4. ENGINEERING BULLETIN: CONSTRUCTED WETLANDS TREATMENT

    Constructed wetlands have been demonstrated effective in removing organic, metal, and nutrient elements including nitrogen and phosphorus from municipal wastewaters, mine drainage, industrial effluents, and agricultural runoff. The technology is waste stream-specific, requiring...

  5. Teen Brain: Still Under Construction

    ... Teen Brain Reprints For more information Share The Teen Brain: Still Under Construction Download PDF Download ePub ... emotional health. The Changing Brain and Behavior in Teens One interpretation of all these findings is that ...

  6. Transformation processes in constructed wetlands

    Dragounová, Eva

    2013-01-01

    In the recent years, constructed wetlands have become a very popular alternative for wastewater treatment, mainly because of its advantages such as long life of the systems, easy maintenance, low operating costs and mainly due to the wide range of substances that can be with the help of constructed wetlands removed from wastewater. The removal of nutrients and other substances from wastewater is influenced by a number of biological, chemical and physical processes. Of these processes are in t...

  7. INFANTILISM: THEORETICAL CONSTRUCT AND OPERATIONALIZATION

    Yelena V. Sabelnikova; Natalia L. Khmeleva

    2016-01-01

    The aim of the presented research is to define and operationalize theoretically the concept of infantilism and its construct. The content of theoretical construct «infantilism» is analyzed. Methods. The methods of theoretical research involve analysis and synthesis. The age and content criteria are analysed in the context of childhood and adulthood. The traits which can be interpreted as adult infantile traits are described. Results. The characteristics of adult infantilism in modern world ta...

  8. Pathwise construction of stochastic integrals

    Nutz, Marcel

    2012-01-01

    We propose a method to construct the stochastic integral simultaneously under a non-dominated family of probability measures. Path-by-path, and without referring to a probability measure, we construct a sequence of Lebesgue-Stieltjes integrals whose medial limit coincides with the usual stochastic integral under essentially any probability measure such that the integrator is a semimartingale. This method applies to any predictable integrand.

  9. Constructed Wetlands for Wastewater Treatment

    Jan Vymazal

    2010-01-01

    The first experiments using wetland macrophytes for wastewater treatment were carried out in Germany in the early 1950s. Since then, the constructed wetlands have evolved into a reliable wastewater treatment technology for various types of wastewater. The classification of constructed wetlands is based on: the vegetation type (emergent, submerged, floating leaved, free-floating); hydrology (free water surface and subsurface flow); and subsurface flow wetlands can be further classified accordi...

  10. Guidance manual for constructed wetlands.

    Ellis, John Bryan; Shutes, R. Brian E.; Revitt, D. Mike

    2003-01-01

    This Guidance Manual was produced to provide up to date information on the design, costs, construction, operation and maintenance of constructed wetlands used for the treatment of highway runoff. Information is provided on the different types of wetlands and their mode of operation, the design and planting of a wetland system and the retrofitting of treatment structures, the performance and costs of wetlands and their operation and maintenance requirements. The benefits of wetlands in encoura...

  11. Constructing a modern city machine

    Lindegaard, Hanne; Jørgensen, Ulrik

    1998-01-01

    Based on the Copenhagen sewers debates and constructions the role of changing perceptions of water, hygiene and environment is discussed in relation to the modernisation of cities by machinating flows and infrastructures.......Based on the Copenhagen sewers debates and constructions the role of changing perceptions of water, hygiene and environment is discussed in relation to the modernisation of cities by machinating flows and infrastructures....

  12. A theory of construction management?

    Gerard de Valence

    2012-01-01

    The links between theory and construction management (CM), and for that matter construction economics (CE), are not strong (see de Valence 2011). This may be one of the reasons why they have not gained complete acceptance as academic disciplines and are not seen as distinct branches of economics and management respectively. Another reason may be that products and production (the focus of management and economic theories respectively) are not the same as projects and project management in gene...

  13. Macroeconomies as Constructively Rational Games

    Sinitskaya, Ekaterina; Tesfatsion, Leigh

    2014-01-01

    Real-world decision-makers are forced to be locally constructive, in the sense that their actions are constrained by the interaction networks, limited information, and computational capabilities at their disposal. This study poses the following question: Suppose utility-seeking consumers and profit-seeking firms in an otherwise standard dynamic macroeconomic model are required to be locally constructive decision-makers, unaided by the external imposition of global coordination conditions. Wha...

  14. Financial management of construction contractors.

    Lacaria, Chris J.

    1994-01-01

    The scope of this paper is to discuss the financial management of a construction contractor. This paper attempts to approach this subject in a logical and systematic way. It communicates the importance of financial analysis and planning along with cash planning and profit planning. This report is not intended to be an all inclusive discussion of financial management in construction. Contractor's Financial Management is an extremely important subject. It has been told ...

  15. Random Construction of Riemann Surfaces

    Brooks, Robert; Makover, Eran

    2001-01-01

    We develop a new approach for the study of “typical” Riemann surfaces with high genus. The method that we use is the construction of random Riemann surfaces from oriented cubic graphs. This construction enables us to get a control over the global geometry properties of compact Riemann surfaces. We use the theory of random regular graphs to show that almost all such surfaces have large first eigenvalues and large Cheeger constants. Moreover a closer analysis of the probability space of oriente...

  16. ConStruct: Improved construction of RNA consensus structures

    Steger Gerhard

    2008-04-01

    Full Text Available Abstract Background Aligning homologous non-coding RNAs (ncRNAs correctly in terms of sequence and structure is an unresolved problem, due to both mathematical complexity and imperfect scoring functions. High quality alignments, however, are a prerequisite for most consensus structure prediction approaches, homology searches, and tools for phylogeny inference. Automatically created ncRNA alignments often need manual corrections, yet this manual refinement is tedious and error-prone. Results We present an extended version of CONSTRUCT, a semi-automatic, graphical tool suitable for creating RNA alignments correct in terms of both consensus sequence and consensus structure. To this purpose CONSTRUCT combines sequence alignment, thermodynamic data and various measures of covariation. One important feature is that the user is guided during the alignment correction step by a consensus dotplot, which displays all thermodynamically optimal base pairs and the corresponding covariation. Once the initial alignment is corrected, optimal and suboptimal secondary structures as well as tertiary interaction can be predicted. We demonstrate CONSTRUCT's ability to guide the user in correcting an initial alignment, and show an example for optimal secondary consensus structure prediction on very hard to align SECIS elements. Moreover we use CONSTRUCT to predict tertiary interactions from sequences of the internal ribosome entry site of CrP-like viruses. In addition we show that alignments specifically designed for benchmarking can be easily be optimized using CONSTRUCT, although they share very little sequence identity. Conclusion CONSTRUCT's graphical interface allows for an easy alignment correction based on and guided by predicted and known structural constraints. It combines several algorithms for prediction of secondary consensus structure and even tertiary interactions. The CONSTRUCT package can be downloaded from the URL listed in the Availability and

  17. Workshop presentation: research guidelines for Construction Management

    Marco Alvise Bragadin

    2013-01-01

    Nowadays the European economic system challenges the construction sector to take part to industrial recovery of western countries. In co-operation with the Construction Production research group of the Tampere University of of research about construction management tools and methods were detected. Research guidelines: 1) Construction management: tools and methods to manage construction projects 2) environmental impact of construction projects 3) construction management and safety 4) project p...

  18. Mega Construction Projects: using stakeholder management for enhanced sustainable construction

    Eyiah-Botwe, E

    2016-06-01

    Full Text Available The need for mega construction projects development for accelerated socio-economic growth is long overdue for developing countries. Some studies have considered stakeholder management and sustainable construction concepts separately without exploring the simultaneous use for mega projects delivery. This paper reviews the two concepts and suggests a process for enhanced sustainable construction delivery. This study forms part of a broader Ph.D. study on “Development of sustainable stakeholder management framework for construction projects” aimed at improving stakeholder management process and project delivery. A qualitative research method approach was adopted. An extensive literature review on stakeholder management and sustainable construction was conducted using filtering method for four major journals from the institution database. Identified concepts were developed into a conceptual framework and validated using face to face semi-structured interviews involving ten key stakeholders. The findings are that stakeholder management and sustainability concepts are yet to embrace. This paper suggests a seven-step approach for project managers. (1 Embracing stakeholder management and sustainability concepts, (2 identify stakeholder approach and sustainable principle to adopt, (3 identify and classify project stakeholders, (4 engage stakeholders, (5 analyze stakeholders, (6 manage stakeholders and sustainable principle, (7 monitor and support process.

  19. ACR-1000 - Designed for constructability

    Full text: One of the key aspects to be considered in the delivery of a Nuclear Power Plant is the security of the construction schedule and the need for lower construction costs. Many industries are using skids, modules and prefabrications to enhance construction productivity, reduce schedules and thus reduce costs. The leaders in this regard have traditionally been in the off-shore oil and gas, chemical, refinery and ship building industries. The concept of using modules has been utilized in Nuclear Power Plant design and construction. Atomic Energy of Canada Limited (AECL) has had considerable success at the Qinshan Nuclear Power project in China with the use of modularization, which proved extremely effective in the ability to organize parallel construction activities and shortening the schedule. Extensive use has been made of skids and modules in Japan and this also has proven effective in shortening schedules in the construction of nuclear power plants. Secondary benefits of modularization and prefabrication include decreased site congestion and logistical issues, increased worker safety and better quality control of fabrication. Modules and prefabrication allow work to be shifted to areas where skilled trades are more readily available from a site where skilled trades are very limited. One of the objectives of the ACR-1000 project is to produce a design that allows for a very secure construction schedule. The construction method and strategy, consisting of extensive use of prefabrication and modularization was defined very early in the ACR-1000 conceptual phase of the layout and design process. This has been achieved through a constructability programme that integrates the civil design with site erection and module installation. This approach takes the concept of modularization to an entirely new level, in which the use of modules is built into the design from the start, rather than backfitting modular construction into a conventionally designed plant. This

  20. Construction labor productivity during nuclear power plant construction

    This paper discusses the three different types of productivity programs used at the Wm. H. Zimmer Nuclear Power Station construction site. The Standard Cost Estimate as Productivity Measurement compares actual units installed to estimated units. The Manpower and Equipment Utilization Study measures the present utilization level of the construction work force, identifies opportunities for productivity improvement, and establishes a data base against which future improvements could be made. The special productivity program is a specialized and detailed study of first line supervision. Productivity is defined as the degree of efficiency attained in the use of labor, professional and management skills and knowledge, materials and equipment, and time and money to produce an end result. It is concluded that a more consistent system of productivity measurements needs to be developed and promoted for general use in the construction industry

  1. Shortening of construction period of nuclear power plant. Activities of construction industry on construction period shortening

    Total construction period could be shorten by prefabricating structures efficiently in another yard and reducing working hours on site, which would reduce work at height or congestion work and also upgrade safety at work. Construction period shortening would surely reduce expenses during work and advance operation start of electric utilities. Construction of reactor building, turbine building, water intake and drainage canal was performed on a relatively large scale and a big share of whole schedule. This article summarized basic technologies to shorten construction period for reactor building/turbine building and water intake and drainage canal. Advanced methods of reactor building/turbine building; (1) modularization of equipment and skeleton, (2) utilization of concrete mold, reinforcing bar and steel frame, (3) precedent steel frame method and (4) steel plate reinforced concrete (SC) method, were outlined and their application examples were shown to reduce work on site and improve work efficiency. As for water intake and drainage canal construction, (1) precast concrete method, (2) SC method and (3) steel plate shell method were described with application examples. Construction procedures and problems using mega block method for water intake and drainage canal were also introduced. (T. Tanaka)

  2. Human Factors Simulation in Construction Management Education

    Jaeger, M.; Adair, D.

    2010-01-01

    Successful construction management depends primarily on the representatives of the involved construction project parties. In addition to effective application of construction management tools and concepts, human factors impact significantly on the processes of any construction management endeavour. How can human factors in construction management…

  3. National construction, Denmark. Flat roofs

    Rode, C.

    1995-04-01

    The Paris meeting of IEA Annex 24 (held in the spring of 1991) declared a set of typical building constructions, the Heat, Air and Moisture characteristics of which should be dealt with as part of the Annex work. Each type of construction was assigned to one or more countries as their National Construction, and it has been the responsibility of each country to prepare a report on what may be regarded as common knowledge in the country on the hygrothermal behaviour of their construction. This knowledge is in part due to experimental work carried out by research bodies in the countries, and due to experience form practice. This report has two main sections: Section 2 gives a general overview of the design of the most common variants of flat roofs and common knowledge reported for such roofs. Section 3 gives an account of research projects carried out in Denmark on flat roofs to analyze their hygrothermal performance. Whenever possible, an emphasis will be put on the hygrothermal consequences of thermally insulating such constructions. (EG) 19 refs.

  4. Modification Management for Construction Processes

    Wolfgang Huhnt; Sven Richter; Felix Enge

    2008-01-01

    This paper presents an approach to handle different types of subsequent modifications in con-struction processes. It is focused on a formalized approach with the objective that effects of subsequent modifications are detected automatically. The approach presented in this paper makes use of an existing modeling technique specifically focused on construction processes. The modeling techniques result in a process description where all technological interdependencies between construction activities are consid-ered and where consistency between the sequence of activities and the history of components is guaran-teed. This modeling technique is expanded by an existing concept for handling versions and dependencies between objects. The integration of these different concepts makes it possible to track effects of relevant types of subsequent modifications in construction processes on a formalized basis. Effects of subsequent modifications are detected by algorithms, different versions can be compared by algorithms and different versions are stored so that subsequent modifications are documented. The innovation of the approach pre-sented is the completeness. Effects of different relevant types of subsequent modifications in construction processes are tracked on a formalized basis.

  5. Seismic pipe support construction practices

    During the mid 1970's the regulatory agencies controlling the design and construction of nuclear power plants began to demand stricter adherence to already existing codes and standards in addition to evoking new requirements. This increased scrutiny in addition to the advent of the NF subsection of the ASME code brought pipe hangers into the spotlight of nuclear plant design and construction. What before had been a minor item of low visibility became a significant contributor to plant delays and cost overruns. The following few words detail some of the problems, their origins, and suggestions to reduce their impact. The opinions presented represent information collected from several nuclear plants being constructed by various contractors

  6. Statics of Historic Masonry Constructions

    Como, Mario

    2013-01-01

    Masonry constructions are the great majority of the buildings in Europe’s historic centres and the most important monuments in its architectural heritage. Given the age of much of these constructions, the demand for safety assessments and restoration projects is pressing and constant. This book aims to help fill this demand presenting a comprehensive new statics of masonry constructions. The book, result of thirty years of research and professional experience, gives the fundamentals of statics of the masonry solid, then applied to the study of statics of arches, piers and vaults. Further, combining engineering and architecture and through an interdisciplinary approach, the book investigates the statical behaviour of many historic monuments, as the Pantheon, the Colosseum,  the domes of S. Maria del Fiore in Florence and of St. Peter in Rome, the Tower of Pisa, the Gothic Cathedrals and the Masonry Buildings under seismic actions.

  7. Space environment model construction technology

    Nishimoto, Hironobu; Matsumoto, Haruhisa

    1992-08-01

    A space environment model was constructed based on the results of the review on space environment model conducted in Fiscal Year 1986 and 1987. The space environment model was constructed to collect theories and data required for grasping various physical entities such as radiation, plasma, and spacecraft fragments and so forth, and to enable quantitative prediction of their time wise, spacial distribution and their effects such as electrification and material deterioration, and its system structure and functions were shown. The Technical Data Acquisition Equipment (TEDA) installed onboard the Engineering Test Satellite-5 (ETS-5) consist of various satellite environment monitors and component and material deterioration monitors for the purpose of acquiring technical data required for design and evaluation for satellite development. Review was conducted to clarify the correlation between each TEDA data and to apply the result in constructing the satellite environment model. Correlation between each TEDA data was made clear.

  8. Utilizing platforms in industrialized construction

    Bonev, Martin; Wörösch, Michael; Hvam, Lars

    2015-01-01

    Purpose – The purpose of this paper is to explore the development of a platform-based project execution in the industrialised construction sector, with a focus on systematically balancing cost and value. Offering custom-tailored buildings at reasonable costs has been a growing concern for many...... construction companies. A promising approach adapted by operations management and design theory regards individual building projects as the adjustment and recombination of components and processes from a set of predefined platforms, while configuration systems assure feasible building solutions. Design...... platform strategies, this research highlights key aspects of adapting platform-based developed theory to industrialised construction. Building projects use different layers of product, process and logistics platforms to form the right cost – value ratio for the target market application, while modelling...

  9. Partnering in the Construction Industry

    Ditlev Bohnstedt, Kristian; Haugbølle, Kim; Bejder, Erik

    2013-01-01

    publications change across this period. It is concluded that trends such as research on developing trust among construction partners to facilitate project success, feasibility of and the barriers to adopting a partnering approach and strategic propositions for overcoming barriers are highly emerging. Finally......Huge efforts have been made in order to stimulate thorough improvements in the construction industry in terms of value for money, feasibility and consistency when facilitating a partnering approach. Despite this attention there is limited documentation on the development of research trends, thus...... gaps in existing body of knowledge. The objective of this literature-based paper is to explore the current literature by systematically reviewing and summarizing research trends in leading top-tier construction management journals between 2002 and 2012, addressing how the themes in partnering related...

  10. Algorithms for Decision Tree Construction

    Chikalov, Igor

    2011-01-01

    The study of algorithms for decision tree construction was initiated in 1960s. The first algorithms are based on the separation heuristic [13, 31] that at each step tries dividing the set of objects as evenly as possible. Later Garey and Graham [28] showed that such algorithm may construct decision trees whose average depth is arbitrarily far from the minimum. Hyafil and Rivest in [35] proved NP-hardness of DT problem that is constructing a tree with the minimum average depth for a diagnostic problem over 2-valued information system and uniform probability distribution. Cox et al. in [22] showed that for a two-class problem over information system, even finding the root node attribute for an optimal tree is an NP-hard problem. © Springer-Verlag Berlin Heidelberg 2011.

  11. Specifications for Supplementary Classroom Units "Standard Construction" and "Preframed Construction".

    Waring, Robert B.; And Others

    The standards that should be applied to the construction of supplementary classroom units are discussed in this report. Areas dealt with are--(1) general mechanical and electrical work, (2) concrete, (3) masonry, (4) miscellaneous steel and iron, (5) metal windows, (6) carpentry at site, (7) millwork, (8) acoustic treatment, (9) thermal…

  12. A Construction Management Framework for Mass Customisation in Traditional Construction

    María Dolores Andújar-Montoya

    2015-04-01

    Full Text Available A Mass Customisation model is discussed as a competitive positioning strategy in the marketplace adding value to the customer’s end-use. It includes the user as part of the construction process responding to the customer’s demands and wishes. To the present day, almost all proposals for Mass Customisation have been focused on the design phase and single family houses. The reality is that the processes carried out in the work execution are so inefficient that the costs of the Mass Customisation models are assumed by the customer and they do not offer solutions that support the change management. Furthermore, this inefficiency often makes Mass Customisation unfeasible in terms of deadlines and site management. Therefore, the present proposal focuses on achieving the paradigm of Mass Customisation in the traditional residential construction complementary to the existing proposals in the design phase. All this through the proposal of a framework for the integral management in the work execution, which will address change management introduced by the users offering an efficient and productive model that reduces costs in the process. This model will focus on the synergy between different strategies, techniques and technologies currently used in the construction management (such as Lean Construction or Six Sigma, together with, other strategies and technologies that have proven to be valid solutions in other fields (such as Business Process Management, Service Oriented Architecture, etc..

  13. PRIORITISING LEAN CONSTRUCTION BARRIERS IN UGANDA'S CONSTRUCTION INDUSTRY

    Henry Mwanaki Alinaitwe

    2009-06-01

    Full Text Available Engaging in lean construction efforts could prove to be highly rewarding for building firms in Uganda. However, lean construction is risky and can be disastrous if not properly managed. Lean production efforts in some other countries have not been successful due to the many barriers to its successful implementation. To enable sound lean construction efforts and to increase the chances of success in eliminating waste, a thorough investigation of the barriers is essential. This study presents 31 barriers and investigates their influence (strength on the success of lean construction initiatives. Structured interviews were carried out with technical managers of building firms to assess their perception of the barriers to lean production based on their experience at their firms. The strongest barrier is the provision of inputs exactly when required. Additionally, the barriers were ranked according to the ease of overcoming each. The easiest barrier to overcome is keeping the required items in the right place. Finally, a graphical aid is provided to enable decision makers to concentrate their efforts on the influential (strong, yet easy to overcome barriers. A lack of buildable designs and a participative management style for the workforce are the most important barriers to successful waste reduction in terms of strength and ease of overcoming. On the other hand, a lack of an organisational culture that supports teamwork, a lack of prefabrication and a lack of knowledgeable and skilled workers are regarded as low in strength, and at the same time difficult to overcome.

  14. Perl Modules for Constructing Iterators

    Tilmes, Curt

    2009-01-01

    The Iterator Perl Module provides a general-purpose framework for constructing iterator objects within Perl, and a standard API for interacting with those objects. Iterators are an object-oriented design pattern where a description of a series of values is used in a constructor. Subsequent queries can request values in that series. These Perl modules build on the standard Iterator framework and provide iterators for some other types of values. Iterator::DateTime constructs iterators from DateTime objects or Date::Parse descriptions and ICal/RFC 2445 style re-currence descriptions. It supports a variety of input parameters, including a start to the sequence, an end to the sequence, an Ical/RFC 2445 recurrence describing the frequency of the values in the series, and a format description that can refine the presentation manner of the DateTime. Iterator::String constructs iterators from string representations. This module is useful in contexts where the API consists of supplying a string and getting back an iterator where the specific iteration desired is opaque to the caller. It is of particular value to the Iterator::Hash module which provides nested iterations. Iterator::Hash constructs iterators from Perl hashes that can include multiple iterators. The constructed iterators will return all the permutations of the iterations of the hash by nested iteration of embedded iterators. A hash simply includes a set of keys mapped to values. It is a very common data structure used throughout Perl programming. The Iterator:: Hash module allows a hash to include strings defining iterators (parsed and dispatched with Iterator::String) that are used to construct an overall series of hash values.

  15. You can manage construction risks.

    Macomber, J D

    1989-01-01

    A construction project is about the riskiest thing any company does in the normal course of business. Hundreds of things can go wrong, dozens will. But officers who analyze and manage every other sort of risk often ignore construction risk as if it were uncontrollable. The truth is, it can't be eliminated, but it can be controlled. Construction is not a product but a confusing and often exasperating service. A group of experts--architects, bankers, consultants, contractors, engineers, users, city officials--coordinate the activities of an army of suppliers, laborers, designers, subcontractors, and inspectors. The job of the company officers is to coordinate the coordinators; to make prompt, informed decisions as the work progresses; to take and retain project responsibility at the highest level; and to analyze and manage the entire process in the following seven stages: 1. Study the types and phases of construction risk. 2. Assess the risks of the company's particular project. 3. Match these risks with the in-house capabilities. 4. Define a building strategy. 5. Pick the right kind of contract. 6. Choose a contractor. 7. Monitor construction. Analyzing risk is largely a matter of assessing the complexity of the building, the site, the financing, the schedule, and the special uses and problems of the project. This analysis then drives the choice of contract and contractor. The range runs from low-cost providers, lump sum contracts and very little teamwork at one end of the spectrum to highly differentiated construction companies, guaranteed-maximum-prince contracts, and consultative coordination at the other. PMID:10292513

  16. Constructing the Virtual Production Line

    孙连胜; 宁汝新

    2003-01-01

    In order to study the constructing technology of virtual production line, the structure model of virtual production line was presented, and the object-oriented technique was used to establish its basic classes and relevant models, including solid model, behavior model and object-oriented Petri net based control model, and based on this, the constructing of virtual production line was realized. The application proved that the virtual production line had many good characteristics, such as visualization, interaction, multi-layer and reusability, and it's an efficient tool of analyzing and modeling for layout planning and rapidly reconfiguring of production line.

  17. Construction of UHVAC Test Base

    2009-01-01

    The construction of the UHVAC test base of SGCC is an important component of the pilot project on UHVAC power transmission and transformation in China. This paper introduces the layout, technical requirements and main test functions of the UHVAC test base as well as difficulties during construction. It lays stress on the characterization of a 1 000-kV single-circuit test line, a 1 000-kV one-tower double-circuit test line, a full voltage test site for UHV equipment, a climate laboratory, a corona cage and a...

  18. ALTERNATE PRICING STRATEGIES IN CONSTRUCTION

    Krishna Mochtar; David Arditi

    2000-01-01

    Recent research findings on pricing strategies both in general and in construction are reviewed and explored. First%2C pricing strategy in general%2C mostly in the manufacturing industry%2C is reviewed. It includes the concepts of pricing strategy%2C predatory pricing%2C price wars%2C and price policy development. Second%2C pricing strategy in construction is explored. It includes various pricing models for bid price determination%2C such as the Friedman-Gates models%2C expected utility model...

  19. Minimal surfaces for architectural constructions

    Velimirović Ljubica S.

    2008-01-01

    Full Text Available Minimal surfaces are the surfaces of the smallest area spanned by a given boundary. The equivalent is the definition that it is the surface of vanishing mean curvature. Minimal surface theory is rapidly developed at recent time. Many new examples are constructed and old altered. Minimal area property makes this surface suitable for application in architecture. The main reasons for application are: weight and amount of material are reduced on minimum. Famous architects like Otto Frei created this new trend in architecture. In recent years it becomes possible to enlarge the family of minimal surfaces by constructing new surfaces.

  20. Construct ability Improvement for Nuclear Power Plants

    Lee, Dae Soo; Lee, Jong Rim; Kim, Jong Ku [Korea Electric Power Research Institute, Taejon (Korea, Republic of)

    1997-12-31

    The purpose of this study was to identify methods for improving the construct ability of nuclear power plants. This study reviewed several references of current construction practices of domestic and overseas nuclear plants in order to identify potential methods for improving construct ability. The identified methods for improving construct ability were then evaluated based on the applicability to domestic nuclear plant construction. The selected methods are expected to reduce the construction period, improve the quality of construction, cost, safety, and productivity. Selection of which methods should be implemented will require further evaluation of construction modifications, design changes, contract revisions. Among construction methods studied, platform construction methods can be applied through construction sequence modification without significant design changes, and Over the Top construction method of the NSSS, automatic welding of RCL pipes, CLP modularization, etc., are considered to be applied after design modification and adjustment of material lead time. (author). 49 refs., figs., tabs.

  1. Construction organization Design and Project Cost

    Xu, Minyuan

    2015-01-01

    With the construction and building market continuously deepening of reform the management sys-tem, the aim of this thesis is that improve the project quality, shorten the construction period, reduce the project cost and realize a safe and civilized construction, it must use scientific methods to optimize the design of construction organization to co-ordinate the whole construction process. I used to work in Savoniallina PR-Urakointi Oy. It is a construction company which focus on house an...

  2. Knowledge Management in Composition of Construction Contracts

    Eva Trinkūnienė; Vaidotas Trinkūnas

    2015-01-01

    The objective of this paper is to present a model which will allow knowledge management in construction contracts composition. It was decided to investigate the possibilities to manage knowledge in constructions contracts composition. The complexity of construction process interested parties, construction contract life cycle, multilayer construction contracts modelling possibilities were evaluated. In the following research, model of information system for construction contracts structu...

  3. Construction Management--Exploding Some Myths.

    Kluenker, Charles

    1986-01-01

    Construction management on educational facility projects provides boards of education with documentation showing the project is on track. Eight "myths" surrounding construction management are explained. (MLF)

  4. Hotel Cubo - Construction Phase Analysis

    Kuzmanović, Jugoslav

    2012-01-01

    The thesis presents the project of renovation of the object with respect to the planned and actual realisation. All changes in circumstances and conditions during the construction are defined. On the basis of their impact and consequences, the time and financial analysis of the project's success is carried out.

  5. Construction of Mass Migration Process

    Fajfrová, Lucie

    2011-01-01

    A general model of conservative particle systems on $/Zd$ is treated in this report. We call it the Mass Migration Process. We bring out a construction of an appropriate Markov process, we set conditions on existence, attractiveness and we present many particular examples.

  6. Positive Psychologists on Positive Constructs

    Lyubomirsky, Sonja

    2012-01-01

    Comments on the original article by McNulty and Fincham (see record 2011-15476-001). In their article, the authors offered compelling evidence that constructs such as forgiveness and optimism can have both beneficial and adverse consequences, depending on the context. Their caution about labeling particular psychological processes as "positive" is…

  7. ALTERNATE PRICING STRATEGIES IN CONSTRUCTION

    Krishna Mochtar

    2000-01-01

    Full Text Available Recent research findings on pricing strategies both in general and in construction are reviewed and explored. First%2C pricing strategy in general%2C mostly in the manufacturing industry%2C is reviewed. It includes the concepts of pricing strategy%2C predatory pricing%2C price wars%2C and price policy development. Second%2C pricing strategy in construction is explored. It includes various pricing models for bid price determination%2C such as the Friedman-Gates models%2C expected utility models%2C risk-pricing model%2C and the crew-day%2C multiple regression%2C and fuzzy-set pricing models. In conclusion%2C pricing strategies in construction are still predominantly based on a cost-based approach. More recent models try to close the gap between the models and the real life conditions of a bidder%5C%27s decision-making process. It appears that there are more problems in cost-based pricing as opposed to market-based pricing. Consequently%2C it is highly recommended that%2C alternative pricing approach such as that are closer to the proposed market-based pricing model need to be explored and developed for use in the construction industry. Abstract in Bahasa Indonesia : Pricing+strategy%2C+cost-based+pricing%2C+market-based+pricing.

  8. Gendered Construction: A Portfolio Extravaganza

    Goins, Terilyn J.

    2007-01-01

    Even through simplistic nursery rhymes, communication provides a powerful medium through which people formulate and create impressions, images, and ideologies. Communication, verbal and nonverbal, clearly plays a significant role in individual gender construction. Through words and action, people create meaning for others and themselves. One's…

  9. TRANSITIVITY AND THE BA CONSTRUCTION

    Pei-Jung Kuo

    2010-06-01

    Full Text Available In this paper, I discuss the legitimacy of positing a Transitivity Projection (= TrP cf. Bowers 1993, 1997, 2001 and 2002 in the BA construction in Mandarin Chinese. BA has been proposed to be a semantically-bleached verb, inserted in the v position (Huang 1997 and Lin 2001. Several pieces of evidence such as manner adverbial placement (cf. Huang, Li and Li 2009 and GEI-insertion (cf. Tang 2001 indicate that there must be a functional projection between the vP and VP to host the BA NP. I propose that a TrP is probably the most apt candidate for the XP. I also argue, in contrast to the proposal by Huang, Li and Li (2009, that the present proposal which employs a TrP captures most of the properties of the BA construction. A comparison with the structure of the BEI construction also shows that the TrP proposal fits into the general picture of current linguistic theory on transitive constructions without extra stipulations.

  10. The worlds retail buyers construct

    Esbjerg, Lars

    Previous research on retailer buying has assumed that the context of decision-making is more or less objectively given, or is at least kept constant for the purpose of study. This paper develops an alternative view in which retail buyers and retailers actively participate in the construction and...

  11. Wood construction under cold climate

    Wang, Xiaodong; Hagman, Olle; Sundqvist, Bror;

    2014-01-01

    As wood constructions increasingly use engineered wood products worldwide, concerns arise about the integrity of the wood and adhesives system. The glueline stability is a crucial issue for engineered wood application, especially under cold climate. In this study, Norway spruce (Picea abies) and...

  12. Clarifying the Construct of Perfectionism

    Stairs, Agnes M.; Smith, Gregory T.; Zapolski, Tamika C. B.; Combs, Jessica L.; Settles, Regan E.

    2012-01-01

    The construct of perfectionism is related to many important outcome variables. However, the term "perfectionism" has been defined in many different ways, and items comprising the different existing scales appear to be very different in content. The overarching aim of the present set of studies was to help clarify the specific unidimensional…

  13. International Construction Disputes in Denmark

    Cavaleri, Sylvie Cécile

    2016-01-01

    The article discusses whether the very peculiar Danish system of resolution of construction disputes, which is an hybrid between arbitration and State-Court proceedings, is geared for disputes involving non-Danish parties, comes to the conclusion that it is not, and proposes amendments to the...

  14. Parallel Construction of Irreducible Polynomials

    Frandsen, Gudmund Skovbjerg

    Let arithmetic pseudo-NC^k denote the problems that can be solved by log space uniform arithmetic circuits over the finite prime field GF(p) of depth O(log^k (n + p)) and size polynomial in (n + p). We show that the problem of constructing an irreducible polynomial of specified degree over GF(p) ...

  15. INNOVATION IN THE CONSTRUCTION INDUSTRY

    David Arditi

    2000-01-01

    Full Text Available In this paper%2C existing innovation models are reviewed. The influence of technology and market-driven schools of thought on the creation and diffusion of innovation is examined. Incremental vs. radical models and autonomous vs. systemic models are considered in the context of the construction industry. The concept of %93technology adoption life cycle%94 is investigated to understand better the acceptance of new technology by key parties. A new model of innovation is proposed. In this model%2C the transformation process of invention into adoption flows through a cyclical mechanism encompassing six phases%3A 1%29 need%2C 2%29 creation%2C 3%29 invention%2C 4%29 innovation%2C 5%29 diffusion%2C and 6%29 adoption. This model clearly shows the interaction of the three most influential domains%3A users%2C changes%2C and the environment. The model also takes into consideration the influence of technology and market-driven forces on the creation and diffusion of innovation. As a consequence of their particular function in the construction activity%2C construction management firms should perform as catalysts in the generation and diffusion of technological advances in the Abstract in Bahasa Indonesia : Innovation%2C+invention%2C+innovation+models%2C+technology+adoption+life+cycle%2C+construction+management.+

  16. Quality assurance during site construction

    Quality Assurance for Nuclear Power Plants under consideration of pipe assembling. Flow of Quality Requirements during: - Desing - Construction - Procurement - Prefabrication - Site. Organizational Requirements and Measurements during Erection: - Incoming Control - Material Storage - Surveillance of Tools - Weld Surveillance - Nondestructive Testing - Cleaning - Final Documentation. Qualification and Training of QA Personnel. (orig.)

  17. Constructions of Rank Modulation Codes

    Mazumdar, Arya; Zémor, Gilles

    2011-01-01

    Rank modulation is a way of encoding information to correct errors in flash memory devices as well as impulse noise in transmission lines. Modeling rank modulation involves construction of packings of the space of permutations equipped with the Kendall tau distance. We present several general constructions of codes in permutations that cover a broad range of code parameters. In particular, we show a number of ways in which conventional error-correcting codes can be modified to correct errors in the Kendall space. Codes that we construct afford simple encoding and decoding algorithms of essentially the same complexity as required to correct errors in the Hamming metric. For instance, from binary BCH codes we obtain codes correcting $t$ Kendall errors in $n$ memory cells that support the order of $n!/(\\log_2n!)^t$ messages, for any constant $t= 1,2,...$ We also construct families of codes that correct a number of errors that grows with $n$ at varying rates, from $\\Theta(n)$ to $\\Theta(n^{2})$. One of our constr...

  18. Constructive criterion of catastrophe inevitability

    A mathematical procedure is proposed for the constructive criteria of nuclear catastrophe inevitability. It was concluded that the procedure can fulfill the objective set, and it allows to make a full formal safety classification of object states. (N.T.). 1 ref., 1 fig

  19. Considerations on Writing Test Construction

    王欣

    2005-01-01

    Writing test , wins its popularity in measuring the mastery of one's language ability. In view of the significant role writing playing in a test , some considerations on writing test construction are presented in this paper which anticipates the effective ways for measuring one's complex language ability of application.

  20. Civil works for NPPs construction

    Christophe Portenseigne, Technical Director of Bouygues Travaux Publics, provided explanations on the main challenges of Civil work for the construction of the 3. generation of NPPs. He then provided an overview of the new Civil Work concepts for the 4. generation of NPPs

  1. The ITER project construction status

    Motojima, O.

    2015-10-01

    The pace of the ITER project in St Paul-lez-Durance, France is accelerating rapidly into its peak construction phase. With the completion of the B2 slab in August 2014, which will support about 400 000 metric tons of the tokamak complex structures and components, the construction is advancing on a daily basis. Magnet, vacuum vessel, cryostat, thermal shield, first wall and divertor structures are under construction or in prototype phase in the ITER member states of China, Europe, India, Japan, Korea, Russia, and the United States. Each of these member states has its own domestic agency (DA) to manage their procurements of components for ITER. Plant systems engineering is being transformed to fully integrate the tokamak and its auxiliary systems in preparation for the assembly and operations phase. CODAC, diagnostics, and the three main heating and current drive systems are also progressing, including the construction of the neutral beam test facility building in Padua, Italy. The conceptual design of the Chinese test blanket module system for ITER has been completed and those of the EU are well under way. Significant progress has been made addressing several outstanding physics issues including disruption load characterization, prediction, avoidance, and mitigation, first wall and divertor shaping, edge pedestal and SOL plasma stability, fuelling and plasma behaviour during confinement transients and W impurity transport. Further development of the ITER Research Plan has included a definition of the required plant configuration for 1st plasma and subsequent phases of ITER operation as well as the major plasma commissioning activities and the needs of the accompanying R&D program to ITER construction by the ITER parties.

  2. Spatio-Temporal Data Construction

    Hai Ha Le

    2013-08-01

    Full Text Available On the route to a spatio-temporal geoscience information system, an appropriate data model for geo-objects in space and time has been developed. In this model, geo-objects are represented as sequences of geometries and properties with continuous evolution in each time interval. Because geomodeling software systems usually model objects at specific time instances, we want to interpolate the geometry and properties from two models of an object with only geometrical constraints (no physical or mechanical constraints. This process is called spatio-temporal data construction or morphological interpolation of intermediate geometries. This paper is strictly related to shape morphing, shape deformation, cross-parameterization and compatible remeshing and is only concerned with geological surfaces. In this study, two main sub-solutions construct compatible meshes and find trajectories in which vertices of the mesh evolve. This research aims to find an algorithm to construct spatio-temporal data with some constraints from the geosciences, such as cutting surfaces by faulting or fracturing phenomena and evolving boundaries attached to other surfaces. Another goal of this research is the implementation of the algorithm in a software product, namely a gOcad plug-in. The four main procedures of the algorithm are cutting the surfaces, setting up constraints, partitioning and calculating the parameterizations and trajectories. The software has been tested to construct data for a salt dome and other surfaces in regard to the geological processes of faulting, deposition and erosion. The result of this research is an algorithm and software for the construction of spatio-temporal data.

  3. Design and development of two novel constructed wetlands: the duplex-constructed wetland and the constructed wetroof

    Zapater Pereyra, M.

    2015-01-01

    Maribel Zapater Pereyra Abstract thesis:  Design and development of two novel constructed wetlands: the Duplex-constructed wetland and the Constructed wetroof Constructed wetlands (CWs) are among the few natural treatment systems that can guarantee an efficient wastewater treatment and an appe

  4. Project W-320 ALARA Plan

    This supporting document establishes the As Low As Reasonable Achievable (ALARA) Plan to be followed during Sluicing Project W-320 design and construction activities to minimize personnel exposure to radiation and hazardous materials

  5. Project W-320 ALARA Plan

    Harty, W.M.

    1995-06-06

    This supporting document establishes the As Low As Reasonable Achievable (ALARA) Plan to be followed during Sluicing Project W-320 design and construction activities to minimize personnel exposure to radiation and hazardous materials.

  6. 10 CFR 60.31 - Construction authorization.

    2010-01-01

    ... authorize construction if it determines: (a) Safety. That there is reasonable assurance that the types and... 10 Energy 2 2010-01-01 2010-01-01 false Construction authorization. 60.31 Section 60.31 Energy... REPOSITORIES Licenses Construction Authorization § 60.31 Construction authorization. Upon review...

  7. Construction Technology of Long Span Bridges

    Gimsing, Niels Jørgen

    2000-01-01

    A large variety of construction methods are used during construction of major bridges, and in many cases the final structural system must be chosen with due respect to the construction process. Today the preferred construction methods are: the free-cantilever method, the launching method and the ...... full-span erection method....

  8. 23 CFR 772.19 - Construction noise.

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Construction noise. 772.19 Section 772.19 Highways... ABATEMENT OF HIGHWAY TRAFFIC NOISE AND CONSTRUCTION NOISE § 772.19 Construction noise. The following general... may be affected by noise from construction of the project. The identification is to be...

  9. Disability: An Exclusionary Narrative Construction

    María Inés Baquero Torres

    2015-11-01

    Full Text Available The identity that culture attributes to people with disabilities is supported by narratives of exclusion that translate into discursive models of discrimination and abuse of power, represented in standards and exclusionary stereotypes that deny their capabilities and threaten their recognition to participate in conditions of equality in social and political life. In this sense, the analysis of exclusionary narratives can reveal such discriminatory practices. This study is divided into three parts: (1 the disability as a social construction translated into rules and exclusionary stereotypes; (2 discursive models of disability that part of the question: what are the discourses that have tried to define disability?; and (3 school as a place for the transformation of exclusionary narratives into narratives of diversity and respect for human rights. The article analyzes the category disability from a discursive framework of narratives of exclusion, in the construction of the identities of people with disabilities.

  10. Fusion Frames: Existence and Construction

    Calderbank, Robert; Heinecke, Andreas; Kutyniok, Gitta; Pezeshki, Ali

    2009-01-01

    Fusion frame theory is an emerging mathematical theory that provides a natural framework for performing hierarchical data processing. A fusion frame is a frame-like collection of subspaces in a Hilbert space, thereby generalizing the concept of a frame for signal representation. In this paper, we study the existence and construction of fusion frames. We first present a complete characterization of a special class of fusion frames, called Parseval fusion frames. The value of Parseval fusion frames is that the inverse fusion frame operator is equal to the identity and therefore signal reconstruction can be performed with minimal complexity. We then introduce two general methods -- the spatial complement and the Naimark complement -- for constructing a new fusion frame from a given fusion frame. We then establish existence conditions for fusion frames with desired properties. In particular, we address the following question: Given $M, N, m \\in \\NN$ and $\\{\\lambda_j\\}_{j=1}^M$, does there exist a fusion frame in ...

  11. General Construction of Tubular Geometry

    Mukhopadhyay, Partha

    2016-01-01

    We consider the problem of locally describing tubular geometry around a submanifold embedded in a (pseudo)Riemannian manifold in its general form. Given the geometry of ambient space in an arbitrary coordinate system and equations determining the submanifold in the same system, we compute the tubular expansion coefficients in terms of this {\\it a priori data}. This is done by using an indirect method that crucially applies the tubular expansion theorem for vielbein previously derived. With an explicit construction involving the relevant coordinate and non-coordinate frames we verify consistency of the whole method up to quadratic order in vielbein expansion. Furthermore, we perform certain (long and tedious) higher order computation which verifies the first non-trivial spin connection term in the expansion for the first time. Earlier a similar method was used to compute tubular geometry in loop space. We explain this work in the light of our general construction.

  12. Superselectors: Efficient Constructions and Applications

    Cicalese, Ferdinando

    2010-01-01

    We introduce a new combinatorial structure: the superselector. We show that superselectors subsume several important combinatorial structures used in the past few years to solve problems in group testing, compressed sensing, multi-channel conflict resolution and data security. We prove close upper and lower bounds on the size of superselectors and we provide efficient algorithms for their constructions. Albeit our bounds are very general, when they are instantiated on the combinatorial structures that are particular cases of superselectors (e.g., (p,k,n)-selectors, (d,\\ell)-list-disjunct matrices, MUT_k(r)-families, FUT(k, a)-families, etc.) they match the best known bounds in terms of size of the structures (the relevant parameter in the applications). For appropriate values of parameters, our results also provide the first efficient deterministic algorithms for the construction of such structures.

  13. Program Construction by Verifying Specification

    林洪; 陈国良

    1998-01-01

    A program construction method based on Gamma language is proposed.The problem to be solved is specified by first-order predicate logic and a semantic verification program is constructed directly from the specification.Ways for improving efficiency of the program are also studied.The method differs from the one proposed by Manna and Waldinger,where a program is extracted from the proof of the existence of an object meeting the given specification.On the other hand,it also differs from the classical one used for deriving Gamma programs of Banatre and Le metayes,which consists in decomposing the specification into an invariant and a termination conditon.

  14. Status of the NCSX construction

    Dudek, Lawrence E.; Chrzanowski, James H.; Heitzenroeder, Philip J.; Raftopoulos, Stephen; Viola, Michael E.; Neilson, George H.; Rej, Donald [Princeton Plasma Physics Laboratory, Princeton, NJ 08543 (United States); Cole, Michael J.; Goranson, Paul; Freudenberg, Kevin [Oak Ridge National Laboratory, Oak Ridge, TN 37831 (United States)

    2009-06-15

    The National Compact Stellarator Experiment (NCSX) has been under construction at the Princeton Plasma Physics Laboratory (PPPL) in partnership with the Oak Ridge National Laboratory (ORNL). The stellarator core is designed to produce a compact 3D plasma that combines stellarator and tokamak physics advantages. The complex geometry and tight fabrication tolerances of NCSX create some unique engineering and assembly challenges. The NCSX project was cancelled in May 2008; construction activities are presently being phased out in an orderly fashion. This paper will describe the progress of the fabrication and assembly activities of NCSX. Completion of the coil fabrication is on track for the summer of 2008. All three of the vacuum vessel 120 deg. sections have been delivered. Assembly of vacuum vessel services began in May 2006 and is now complete. Assembly of the modular coils into 3-packs for safe storage is presently underway.

  15. Status of the NCSX construction

    Dudek, L. [Princeton Plasma Physics Laboratory (PPPL); Chrzanowski, J. [Princeton Plasma Physics Laboratory (PPPL); Heitzenroeder, P. [Princeton Plasma Physics Laboratory (PPPL); Raftopoulos, S. [Princeton Plasma Physics Laboratory (PPPL); Viola, M. E. [Princeton Plasma Physics Laboratory (PPPL); Neilson, G. [Princeton Plasma Physics Laboratory (PPPL); George, H. [Princeton Plasma Physics Laboratory (PPPL); Rej, D. J. [Princeton Plasma Physics Laboratory (PPPL); Cole, Michael J [ORNL; Goranson, Paul L [ORNL; Freudenberg, Kevin D [ORNL

    2009-06-01

    The National Compact Stellarator Experiment (NCSX) has been under construction at the Princeton Plasma Physics Laboratory (PPPL) in partnership with the Oak Ridge National Laboratory (ORNL). The stellarator core is designed to produce a compact 3D plasma that combines stellarator and tokamak physics advantages. The complex geometry and tight fabrication tolerances of NCSX create some unique engineering and assembly challenges. The NCSX project was cancelled in May 2008; construction activities are presently being phased out in an orderly fashion. This paper will describe the progress of the fabrication and assembly activities of NCSX. Completion of the coil fabrication is on track for the summer of 2008. All three of the vacuum vessel 120 degrees sections have been delivered. Assembly of vacuum vessel services began in May 2006 and is now complete. Assembly of the modular coils into 3-packs for safe storage is presently underway. (C) 2008 Elsevier B.V. All rights reserved.

  16. Green Construction in Building Renovation

    Ksit, Barbara; Majcherek, Michał

    2016-06-01

    Modern materials and construction solutions draw more and more attention to ecology and building certification. Among the criteria appearing in revitalization, an important element is bringing plants back into heavily urbanized areas. In its natural form, this is not possible to carry out everywhere, often requiring large amounts of space. Nowadays, however, there are a number of green roofs and green wall systems, allowing "greener" construction without making significant changes in the urban environment. The article includes a presentation and analysis of selected solutions of biological surfaces known as green roofs and green walls, specifying various solutions and their most important features. The case study focuses primarily on material and design solutions, as well as the potential benefits, risks and limitations in their use. Plants structures on the surfaces of vertical and horizontal partitions continue to be a very interesting alternative to take into account when applying for grants, such as LEED or BREEAM certificates.

  17. Construction, emplacement, and retrievability (preclosure)

    Each of the three preclosure subgroups of the Construction, Emplacement, and Retrievability Working Group adopted a six-step approach to identify and assess current needs in geotechnical modeling and characterization. This approach may be summarized as follows: identify phenomena related to emplacement of high-level nuclear wastes, identify types of models which are required to calculate the phenomena, establish the input data needs for the models, assess the current availability of the models, assess the current status of documentation, verification, and validation of the models, and determine the adequacy of instrumentation and measurement techniques to (a) validate the models, where necessary, and (b) obtain input data for design. Systematic application of these six steps leads to the establishment of the research requirements for geotechnical modeling and characterization. A summary of modeling techniques which apply to the three subsequent sections on construction, emplacement, and retrievability is presented. Research needs, which apply to all preclosure activities, are summarized

  18. The construction of teaching professionality

    Heloisa Helena Oliveira de Azevedo

    2013-04-01

    Full Text Available This article was prepared by the results of a research of a investigation about the formative strategies developed by educators related to the construction of the professionality of future childhood and elementary school teachers.From the analysis of the content of the interviews, we want to know what the educators think about the teaching profession and conducting training activities aimed at building the professionalism of future teachers.With theoretical bases for analyses related to the historical-critical conception of education, we inferred that educators have tried to break with the traditional paradigm of teacher’s education, creating new learning alternatives and stimulating the construction of a new professionality that overcomes the culture of isolated an individual thinking

  19. Biomass furnace: projection and construction

    Melo, Fernanda Augusta de Oliveira; Silva, Juarez Sousa e; Silva, Denise de Freitas; Sampaio, Cristiane Pires; Nascimento Junior, Jose Henrique do [Universidade Federal de Vicosa (DEA/UFV), MG (Brazil). Dept. de Engenharia Agricola

    2008-07-01

    Of all the ways to convert biomass into thermal energy, direct combustion is the oldest. The thermal-chemical technologies of biomass conversion such as pyrolysis and gasification, are currently not the most important alternatives; combustion is responsible for 97% of the bio-energy produced in the world (Demirbas, 2003). For this work, a small furnace was designed and constructed to use biomass as its main source of fuel, and the combustion chamber was coupled with a helical transporter which linked to the secondary fuel reservoir to continually feed the combustion chamber with fine particles of agro-industrial residues. The design of the stove proved to be technically viable beginning with the balance of mass and energy for the air heating system. The proposed heat generator was easily constructed as it made use of simple and easily acquired materials, demanding no specialized labor. (author)

  20. Construct Measurement in Management Research

    Nielsen, Bo Bernhard

    2014-01-01

    Far too often do management scholars resort to crude and often inappropriate measures of fundamental constructs in their research; an approach which calls in question the interpretation and validity of their findings. Scholars often legitimize poor choices in measurement with a lack of availability...... of better measures and/or that they are simply following existing research in adopting previously published measures without critically assessing the validity, appropriateness, and applicability of such measures in terms of the focal study. Motivated by a recent dialog in Journal of Business Research......, this research note raises important questions about the use of proxies in management research and argues for greater care in operationalizing constructs with particular attention to matching levels of theory and measurement....

  1. Using fly ash for construction

    Valenti, M.

    1995-05-01

    Each year electrical utilities generate 80 million tons of fly ash, primarily from coal combustion. Typically, utilities dispose of fly ash by hauling it to landfills, but that is changing because of the increasing cost of landfilling, as well as environmental regulations. Now, the Electric Power Research Institute (EPRI), in Palo Alto, Calif., its member utilities, and manufacturers of building materials are finding ways of turning this energy byproduct into the building blocks of roads and structures by converting fly ash into construction materials. Some of these materials include concrete and autoclaved cellular concrete (ACC, also known as aerated concrete), flowable fill, and light-weight aggregate. EPRI is also exploring uses for fly ash other than in construction materials. One of the more high-end uses for the material is in metal matrix composites. In this application, fly ash is mixed with softer metals, such as aluminum and magnesium, to strengthen them, while retaining their lighter weight.

  2. On the weak project construction cost management

    高守刚; 姜婧; 李玲

    2013-01-01

    the weak cost management is the most talked about topics in the weak industry, but also the basis of the weak construction business management and focus. With the increasingly fierce market competition, weak construction enterprises, the competition among enterprises wil gradual y transition from product quality competition to price competition. To strengthen the management of the weak construction enterprises cost, cut public spending ef iciency, improve market competitiveness, wil be the main way most weak construction corporate earnings and long-term business strategy. Based on the to weak project construction cost management based on analysis of the type of project construction costs, and further proposed the weak project construction cost management measures.

  3. On the weak project construction cost management

    高守刚; 姜婧; 李玲

    2013-01-01

    @@@@the weak cost management is the most talked about topics in the weak industry, but also the basis of the weak construction business management and focus. With the increasingly fierce market competition, weak construction enterprises, the competition among enterprises wil gradual y transition from product quality competition to price competition. To strengthen the management of the weak construction enterprises cost, cut public spending ef iciency, improve market competitiveness, wil be the main way most weak construction corporate earnings and long-term business strategy. Based on the to weak project construction cost management based on analysis of the type of project construction costs, and further proposed the weak project construction cost management measures.

  4. Divisors in residue classes, constructively

    Coppersmith, Don; Howgrave-Graham, Nick; Nagaraj, S. V.

    2008-03-01

    Let r,s,n be integers satisfying 0 leq r 1/4 , and let gcd(r,s)D1 . Lenstra showed that the number of integer divisors of n equivalent to r pmod s is upper bounded by O((alpha-1/4)^{-2}) . We re-examine this problem, showing how to explicitly construct all such divisors, and incidentally improve this bound to O((alpha-1/4)^{-3/2}) .

  5. Constructal Hypothesis for Mechanical Deformation

    Atanu Chatterjee

    2012-08-01

    Full Text Available Mild Steel specimen, when subjected to tensile forces shows considerable plastic deformation before fracture. A cross-section of the fractured specimen has the familiar cup – cone form and shows traces of a three – dimensional parabolic geometry. The morphing of the steel specimen from a volume to a point as a spontaneous, entropy producing or energy dispersing process is analysed using the Constructal law.

  6. Automatically constructing the semantic web

    Becerra, Victor Manuel; Brown, Matthew; Nasuto, Slawomir

    2008-01-01

    The storage and processing capacity realised by computing has lead to an explosion of data retention. We now reach the point of information overload and must begin to use computers to process more complex information. In particular, the proposition of the Semantic Web has given structure to this problem, but has yet realised practically. The largest of its problems is that of ontology construction; without a suitable automatic method most will have to be encoded by hand. In this paper we disc...

  7. Essentials of Constructive Heterodoxy: Profit

    Kakarot-Handtke, Egmont

    2015-01-01

    The goal of theoretical economics is to explain how the actual economy works. Since Adam Smith economists have consistently failed to clarify the nature and magnitude of overall profit. No economist, though, would deny that profit is an important phenomenon. Yet, obviously economists are still mired in utter confusion about the most fundamental concept of their discipline. Hence, in the strict sense, there is no valid economics. From all this follows for a methodologically ambitious Construct...

  8. CONSTRUCTING ACCOUNTING UNCERTAINITY ESTIMATES VARIABLE

    Nino Serdarevic

    2012-01-01

    This paper presents research results on the BIH firms’ financial reporting quality, utilizing empirical relation between accounting conservatism, generated in created critical accounting policy choices, and management abilities in estimates and prediction power of domicile private sector accounting. Primary research is conducted based on firms’ financial statements, constructing CAPCBIH (Critical Accounting Policy Choices relevant in B&H) variable that presents particular internal control sys...

  9. Electrical measurements during magnet construction

    Throughout the construction phase of the cold mass for SSC magnets, electrical tests are made to determine that no faults in the coil structure have developed. These tests include ones designed to measure turn-to-turn voltage hold-off, hypot tests to ground, coil resistance, and instrumentation checks. These various tests will be described and the test parameters that are used will be covered. 4 figs

  10. Urban construction and safety project

    Hogarth, P. T.

    1976-01-01

    Technology utilization projects in the area of urban construction and safety included the following: development of undercarpet and baseboard flat conductor cables, flood insurance studies, tornado safety engineering, the Project TECH house at the Langley Research Center, assistance to the City of Atlanta in their environmental habitability and resource allocation program, and market assessment of a solid state diesel engine controller. The flat conductor cable and the flood insurance studies are given particular attention.

  11. Site news from Fairey Construction

    The article lists the current work undertaken by Fairey Construction Company for the U.K. nuclear industry. At Heysham and Torness, the work concerns the site erection of the reactor internals including the reactor core, secondary shutdown system, fuel and interstitial guide tubes, and thermocouple systems. At Dounreay, a Radioactive Specimen Preparation Facility, designed and manufactured by the Company, is being installed; whilst at Sellafield, the Company is engaged on work on Pond 5. (U.K.)

  12. Leadership in construction partnering projects

    Thurairajah, N.; Amaratunga, Dilanthi; Haigh, Richard

    2007-01-01

    In recent years there has been a growing interest in the use of partnering in construction. Central to any successful partnering arrangement is the change in cultural and behavioural characteristics towards mutual trust and understanding. Leadership is originally the source of the beliefs and values which forms shared assumptions of organisational culture. This paper builds on the leadership literature which has so ably demonstrated the influence of powerful leaders. As Bueno a...

  13. Constructive use of holographic projections

    Schroer, Bert [Centro Brasileiro de Pesquisas Fisicas (CBPF), Rio de Janeiro, RJ (Brazil); Institut fuer Theoretische Physik der FU, Berlin (Germany)

    2008-07-01

    Revisiting the old problem of existence of interacting models of QFT with new conceptual ideas and mathematical tools, one arrives at a novel view about the nature of QFT. The recent success of algebraic methods in establishing the existence of factorizing models suggests new directions for a more intrinsic constructive approach beyond Lagrangian quantization. Holographic projection simplifies certain properties of the bulk theory and hence is a promising new tool for these new attempts. (author)

  14. Fluid management in space construction

    Snyder, Howard

    1989-01-01

    The low-g fluids management group with the Center for Space Construction is engaged in active research on the following topics: gauging; venting; controlling contamination; sloshing; transfer; acquisition; and two-phase flow. Our basic understanding of each of these topics at present is inadequate to design space structures optimally. A brief report is presented on each topic showing the present status, recent accomplishings by our group and our plans for future research. Reports are presented in graphic and outline form.

  15. Semirigid construction of topological supergravities

    We show how to construct topological N = 1 and 2 supergravity theories from appropriately constrained N = 3 and 4 ghost plus matter systems. In particular N = 4 susy is not needed to obtain the N = 1 topological theory. We give a description of the relevant supermoduli spaces which must be integrated to obtain the amplitudes of these theories, as well as explicit formulas for the ingredients entering the integrands, in particular the various supercurrents with their inhomogeneous terms

  16. The construction of teaching professionality

    Heloisa Helena Oliveira de Azevedo

    2013-01-01

    This article was prepared by the results of a research of a investigation about the formative strategies developed by educators related to the construction of the professionality of future childhood and elementary school teachers.From the analysis of the content of the interviews, we want to know what the educators think about the teaching profession and conducting training activities aimed at building the professionalism of future teachers.With theoretical bases for analyses related to the h...

  17. Constructive use of holographic projections

    Revisiting the old problem of existence of interacting models of QFT with new conceptual ideas and mathematical tools, one arrives at a novel view about the nature of QFT. The recent success of algebraic methods in establishing the existence of factorizing models suggests new directions for a more intrinsic constructive approach beyond Lagrangian quantization. Holographic projection simplifies certain properties of the bulk theory and hence is a promising new tool for these new attempts. (author)

  18. Distributed construction of quantum fingerprints

    Ambainis, Andris; Shi, Yaoyun

    2003-01-01

    Quantum fingerprints are useful quantum encodings introduced by Buhrman, Cleve, Watrous, and de Wolf (Physical Review Letters, Volume 87, Number 16, Article 167902, 2001; quant-ph/0102001) in obtaining an efficient quantum communication protocol. We design a protocol for constructing the fingerprint in a distributed scenario. As an application, this protocol gives rise to a communication protocol more efficient than the best known classical protocol for a communication problem.

  19. EPR project construction cost control

    The EPR project is now managed by EDF in cooperation with the German Utilities. The main engineering activities for this period are related to the preparation of construction project management, deepening of some safety issues, definition of the project technical reference. The EPR project concerns the so-called reference unit, that is an isolated first-off unit, with unit electrical power of about 1500 MW. The construction costs evaluated are those of the nuclear island, the conventional island, site facilities, installation work and the administrative buildings. The EPR project construction cost evaluation method applies to all the equipment installed and commissioned. It requires the availability of a preliminary project detailed enough to identify the bill of quantities. To these quantities are then assigned updated unit prices that are based either on cost bases for similar and recent facilities or taken from request for quotation for similar equipment or result from gains due to contractual conditions benefiting from simplifications in the functional and technical specifications. The input and output data are managed in a model that respects the breakdown on which the evaluation method is based. The structural organization of this method reflects a functional breakdown on the one hand (nuclear island, conventional island, common site elements) and on the other hand a breakdown according to equipment or activity (civil engineering, mechanics, electricity, instrumentation and control). This paper discusses the principle and the method of construction cost evaluation carried out, the cost data base and input and output parameters as well as results and oncoming cost analysis tasks. (author)

  20. Home education: Constructions of choice

    Ruth MORTON

    2010-10-01

    Full Text Available Families who choose to home educate generally do so due to dissatisfaction with schoolbased education. Common perceptions of home educators oscillate between images of the 'tree-hugging hippy' and the 'religious fanatic'. Whilst attempting to go beyond suchstereotypical dichotomies, this paper will examine three very different groupings of home educators and their varying constructions of childhood and the social world, demonstratingthe spectrum between home education as an expression of human rights and of fundamentalism. The first grouping construct home education as a 'natural' choice, often presented in political opposition to existing social structures. For the second grouping home education is predominantly a 'social' choice relating to the conscious transmission of various forms of capital. Finally there are 'last resort' home educators for whom home education is not perceived as a choice. Based on qualitative research, this paper will argue that, even where home education is constructed as natural, the social aspects and impacts of home education choices cannot be ignored.

  1. Engineering of vascularized adipose constructs.

    Wiggenhauser, Paul S; Müller, Daniel F; Melchels, Ferry P W; Egaña, José T; Storck, Katharina; Mayer, Helena; Leuthner, Peter; Skodacek, Daniel; Hopfner, Ursula; Machens, Hans G; Staudenmaier, Rainer; Schantz, Jan T

    2012-03-01

    Adipose tissue engineering offers a promising alternative to the current surgical techniques for the treatment of soft tissue defects. It is a challenge to find the appropriate scaffold that not only represents a suitable environment for cells but also allows fabrication of customized tissue constructs, particularly in breast surgery. We investigated two different scaffolds for their potential use in adipose tissue regeneration. Sponge-like polyurethane scaffolds were prepared by mold casting with methylal as foaming agent, whereas polycaprolactone scaffolds with highly regular stacked-fiber architecture were fabricated with fused deposition modeling. Both scaffold types were seeded with human adipose tissue-derived precursor cells, cultured and implanted in nude mice using a femoral arteriovenous flow-through vessel loop for angiogenesis. In vitro, cells attached to both scaffolds and differentiated into adipocytes. In vivo, angiogenesis and adipose tissue formation were observed throughout both constructs after 2 and 4 weeks, with angiogenesis being comparable in seeded and unseeded constructs. Fibrous tissue formation and adipogenesis were more pronounced on polyurethane foam scaffolds than on polycaprolactone prototyped scaffolds. In conclusion, both scaffold designs can be effectively used for adipose tissue engineering. PMID:21850493

  2. Experimental studies of Steel Corrugated Constructions

    Lazarev Yuriy

    2016-01-01

    Full Text Available The purpose of this particular article is to assess existing calculations of steel corrugated constructions. Steel Corrugated Construction is a perspective type of constructions, which is exhibiting numerous advantages in comparison with one that currently applied in automobile and railroad networks (reinforced concrete water-throughput pipes, reinforced concrete frame bridges. The evaluation of experimental data on models of constructions of this particular type has been carried out in order to improve calculations of Steel Corrugated Constructions.

  3. LIFE CYCLE ANALYSIS CONSTRUCTION OF HIGHWAYS

    ЛІСНІЧЕНКО, Т. В.; Національний авіаційний університет

    2016-01-01

    It proposed and studied the life cycle of the construction of public roads. We considere allphases of construction: from design to repiar. The scheme of the life cycle of the constructionof public roads is proposed. Construction of highway is seen as a project. The life cycle of theproject, known as a set of logically interrelated works in the completion of which achieved oneof the main results of the project. The complex of road construction works related to construction,reconstruction and r...

  4. Potentialities of lightweight construction solutions for sustainability

    Almeida, Manuela Guedes de; Bragança, L.; Mendonça, Paulo, ed. lit.

    2005-01-01

    The amount of waste produced every year, the exhaustion of resources and the construction solutions currently used in construction may not be sustainable in the future. All these issues lead to the research on new construction techniques, on recycling of waste into useful materials, on re-use of construction materials, etc. Most of the new and innovative solutions arise from the general feeling that something should be done to change the conventional way of construction in order to give an an...

  5. Budget performance reporting and construction work packaging

    A changing financial, technological, and regulatory environment has increased the complexity, costliness, and risk involved in constructing new generating facilities. A primary challenge facing utility executives is to hold down costs on these construction projects. New construction management techniques are required to accomplish this. Commonwealth Edison has responded by implementing a new Budget Performance Reporting System and a Construction Work Packaging System. The new systems are being used successfully on four major construction projects with budgets totaling over $4 billion

  6. Innovation and Learning in Construction Companies

    2012-01-01

    The construction industry has been characterized as a slow to change sector where knowledge is underexploited. The ability to learn from past errors is crucial for companies working in a project-based environment, such as the construction industry. This thesis explores how factors relating to the organization and management of craftsmen can contribute to learning and innovation in construction companies. A qualitative interview study in two selected construction projects in a construction com...

  7. SYSTEM OF STANDARTIZATION OF CONSTRUCTION OPERATIONS ARRANGEMENT

    Oleynik Pavel Pavlovich; Brodskiy Victor Isaevich

    2012-01-01

    In the proposed article, management of construction operations is represented as a multi-level system; it is considered with the framework of projects including new construction, restructuring and overhaul of buildings and structures. The system of management of construction operations is to be composed of the following three constituent parts. They include a construction and assembling entity, project and operations, and a procurement base. Such matters as the quality of construction pro...

  8. Nuclear power plant construction activity, 1986

    Cost estimates, chronological data on construction progress, and the physical characteristics of nuclear units in commercial operation and units in the construction pipeline as of December 31, 1986, are presented. This report, which is updated annually, was prepared to provide an overview of the nuclear power plant construction industry. The report contains information on the status of nuclear generating units, average construction costs and lead-times, and construction milestones for individual reactors

  9. Special aspects of nuclear power plant construction

    The very strict safety and quality requirements as well as the necessity of strengthened schedule and investment control make good project management even more important to the construction of nuclear power plant than conventional projects. For developing countries, to increase the extent of local participation becomes an essential way to reduce the construction costs and improve the nuclear competitiveness. Modular construction approach and design for construct ability are discussed as viable means to further reduce construction time and costs

  10. Advanced construction management for lunar base construction - Surface operations planner

    Kehoe, Robert P.

    1992-01-01

    The study proposes a conceptual solution and lays the framework for developing a new, sophisticated and intelligent tool for a lunar base construction crew to use. This concept integrates expert systems for critical decision making, virtual reality for training, logistics and laydown optimization, automated productivity measurements, and an advanced scheduling tool to form a unique new planning tool. The concept features extensive use of computers and expert systems software to support the actual work, while allowing the crew to control the project from the lunar surface. Consideration is given to a logistics data base, laydown area management, flexible critical progress scheduler, video simulation of assembly tasks, and assembly information and tracking documentation.

  11. Handbook of energy use for building construction

    Stein, R.G.; Stein, C.; Buckley, M.; Green, M.

    1980-03-01

    The construction industry accounts for over 11.14% of the total energy consumed in the US annually. This represents the equivalent energy value of 1 1/4 billion barrels of oil. Within the construction industry, new building construction accounts for 5.19% of national annual energy consumption. The remaining 5.95% is distributed among new nonbuilding construction (highways, ralroads, dams, bridges, etc.), building maintenance construction, and nonbuilding maintenance construction. The handbook focuses on new building construction; however, some information for the other parts of the construction industry is also included. The handbook provides building designers with information to determine the energy required for buildings construction and evaluates the energy required for alternative materials, assemblies, and methods. The handbook is also applicable to large-scale planning and policy determination in that it provides the means to estimate the energy required to carry out major building programs.

  12. Sustainable development and construction industry in Malaysia

    Suliman L. Kh. M.

    2009-12-01

    Full Text Available Sustainable construction is a way for the building and infrastructure industry to move towards achieving sustainable development, taking into account environmental, socioeconomic and cultural issues. Differing approaches and differing economic markets lead to different priorities. This paper presents the construction scenario of Malaysia and the developments in sustainable construction taking place in this country. Barriers to the implementation of sustainable construction are discussed. A list of recommendation was proposed to drive sustainable construction in this country. In conclusion, the status of sustainable construction in Malaysia is still in its infancy. The lack of awareness, training and education, ineffective procurement systems, existing public policies and regulatory frameworks are among the major barriers for sustainable construction in Malaysia. Besides the needs for capacities, technologies and tools, total and ardent commitment by all players in the construction sectors including the governments and the public atlarge are required in order to achieve sustainable construction in Malaysia.

  13. Construction Managers’ Perception of the Factors Affecting Sustainability in Construction Projects

    Reza Taheriattar

    2014-07-01

    Full Text Available Sustainable construction is a comprehensive concept which requires long-term planning. Moreover, construction managers play a key role in leading, planning and scheduling of a construction project. As a result, sustainability of construction projects can be affected by construction managers’ decisions. In addition, for greater development of sustainable construction, affecting factors should firstly be notified. Therefore, it seems necessary to investigate construction managers’ perception of the factors affecting sustainability in construction projects. To quantify managers’ perspective of construction sustainability, a survey involving 15 construction managers from Iran construction industry was employed. A statistical comparative analysis used to identify the most important factors affecting sustainability performance at project-level. The results show that most of the factors affecting sustainable construction can be addressed by management teams. The findings will be useful for managers to improve construction sustainability performance at project-level.

  14. Facility design, construction, and operation

    France has been disposing of low-level radioactive waste (LLW) at the Centre de Stockage de la Manche (CSM) since 1969 and now at the Centre de Stockage de l'Aube (CSA) since 1992. In France, several agencies and companies are involved in the development and implementation of LLW technology. The Commissariat a l'Energie Atomic (CEA), is responsible for research and development of new technologies. The Agence National pour la Gestion des Dechets Radioactifs is the agency responsible for the construction and operation of disposal facilities and for wastes acceptance for these facilities. Compagnie Generale des Matieres Nucleaires provides fuel services, including uranium enrichment, fuel fabrication, and fuel reprocessing, and is thus one generator of LLW. Societe pour les Techniques Nouvelles is an engineering company responsible for commercializing CEA waste management technology and for engineering and design support for the facilities. Numatec, Inc. is a US company representing these French companies and agencies in the US. In Task 1.1 of Numatec's contract with Martin Marietta Energy Systems, Numatec provides details on the design, construction and operation of the LLW disposal facilities at CSM and CSA. Lessons learned from operation of CSM and incorporated into the design, construction and operating procedures at CSA are identified and discussed. The process used by the French for identification, selection, and evaluation of disposal technologies is provided. Specifically, the decisionmaking process resulting in the change in disposal facility design for the CSA versus the CSM is discussed. This report provides' all of the basic information in these areas and reflects actual experience to date

  15. INFANTILISM: THEORETICAL CONSTRUCT AND OPERATIONALIZATION

    Yelena V. Sabelnikova

    2016-01-01

    Full Text Available The aim of the presented research is to define and operationalize theoretically the concept of infantilism and its construct. The content of theoretical construct «infantilism» is analyzed. Methods. The methods of theoretical research involve analysis and synthesis. The age and content criteria are analysed in the context of childhood and adulthood. The traits which can be interpreted as adult infantile traits are described. Results. The characteristics of adult infantilism in modern world taking into account the increasing of information flows and socio-economic changes are defined. The definition of the concept «infantilism» including its main features is given. Infantilism is defined as the personal organization including features and models of the previous age period not adequate for the real age stage with emphasis on immaturity of the emotional and volitional sphere. Scientific novelty. The main psychological characteristics of adulthood are described as the reflection, requirement to work and professional activity, existence of professional self-determination, possession of labor skills, need for selfrealization, maturity of the emotional and volitional sphere. As objective adulthood characteristics are considered the following: transition to economic and territorial independence of a parental family, and also development of new social roles, such as a worker, spouse, and parent. Two options of a possible operationalization of concept are allocated: objective (existence / absence in real human life of objective criteria of adulthood and subjective (the self-report on subjective feeling of existence / lack of psychological characteristics of adulthood. Practical significance consists in a construct operationalization of «infantilism» which at the moment has so many interpretations. That operationalization is necessary for the further analysis and carrying out various researches. 

  16. Facility design, construction, and operation

    NONE

    1995-04-01

    France has been disposing of low-level radioactive waste (LLW) at the Centre de Stockage de la Manche (CSM) since 1969 and now at the Centre de Stockage de l`Aube (CSA) since 1992. In France, several agencies and companies are involved in the development and implementation of LLW technology. The Commissariat a l`Energie Atomic (CEA), is responsible for research and development of new technologies. The Agence National pour la Gestion des Dechets Radioactifs is the agency responsible for the construction and operation of disposal facilities and for wastes acceptance for these facilities. Compagnie Generale des Matieres Nucleaires provides fuel services, including uranium enrichment, fuel fabrication, and fuel reprocessing, and is thus one generator of LLW. Societe pour les Techniques Nouvelles is an engineering company responsible for commercializing CEA waste management technology and for engineering and design support for the facilities. Numatec, Inc. is a US company representing these French companies and agencies in the US. In Task 1.1 of Numatec`s contract with Martin Marietta Energy Systems, Numatec provides details on the design, construction and operation of the LLW disposal facilities at CSM and CSA. Lessons learned from operation of CSM and incorporated into the design, construction and operating procedures at CSA are identified and discussed. The process used by the French for identification, selection, and evaluation of disposal technologies is provided. Specifically, the decisionmaking process resulting in the change in disposal facility design for the CSA versus the CSM is discussed. This report provides` all of the basic information in these areas and reflects actual experience to date.

  17. Constructing the E-ELT

    de Zeeuw, T.; Tamai, R.; Liske, J.

    2014-12-01

    At its meeting on 3 and 4 December 2014, the ESO Council gave the green light for the construction of the E-ELT in two phases and authorised spending of up to 1012.5 million euros on Phase 1, which will provide a fully working 39-metre telescope with a suite of powerful instruments. It will allow the initial characterisation of earth-mass exoplanets, studies of the resolved stellar populations in nearby galaxies as well as ultrasensitive observations of the deep Universe. This article provides the context for this momentous decision and describes the two-phase approach.

  18. Constructing the ATLAS experimental cavern

    Laurent Guiraud

    2001-01-01

    The huge cavern that will house the ATLAS experiment on the LHC at CERN is seen in these images during construction. The site, located 100 m underground near the France-Swiss border, has one of the longest underground spans ever built at 35 m. The 1380 square metre cavern that will hold the 46X25X25 cubic metre detector (the largest of its type in the world) requires its ceiling to be held by ground anchors installed from galleries excavated laterally from the access shafts.

  19. Hydrogels Constructed from Engineered Proteins.

    Li, Hongbin; Kong, Na; Laver, Bryce; Liu, Junqiu

    2016-02-24

    Due to their various potential biomedical applications, hydrogels based on engineered proteins have attracted considerable interest. Benefitting from significant progress in recombinant DNA technology and protein engineering/design techniques, the field of protein hydrogels has made amazing progress. The latest progress of hydrogels constructed from engineered recombinant proteins are presented, mainly focused on biorecognition-driven physical hydrogels as well as chemically crosslinked hydrogels. The various bio-recognition based physical crosslinking strategies are discussed, as well as chemical crosslinking chemistries used to engineer protein hydrogels, and protein hydrogels' various biomedical applications. The future perspectives of this fast evolving field of biomaterials are also discussed. PMID:26707834

  20. Constructing Outcomes in Teacher Education

    Marilyn Cochran-Smith

    2001-04-01

    Full Text Available As we enter the twenty-first century, the outcomes, consequences, and results of teacher education have become critical topics in nearly all of the state and national policy debates about teacher preparation and licensure as well as in the development of many of the privately and publicly funded research agendas related to teacher and student learning. In this article, I argue that teacher education reform over the last fifty years has been driven by a series of questions about policy and practice. The question that is currently driving reform and policy in teacher education is what I refer to as "the outcomes question." This question asks how we should conceptualize and define the outcomes of teacher education for teacher learning, professional practice, and student learning, as well as how, by whom, and for what purposes these outcomes should be documented, demonstrated, and/or measured. In this article, I suggest that the outcomes question in teacher education is being conceptualized and constructed in quite different ways depending on the policy, research, and practice contexts in which the question is posed as well as on the political and professional motives of the posers. The article begins with an overview of the policy context, including those reforms and initiatives that have most influenced how outcomes are currently being constructed, debated, and enacted in teacher education. Then I identify and analyze three major "takes" on the outcomes question in teacher education—outcomes as the long-term or general impacts of teacher education, outcomes as teacher candidates' scores on high stakes teacher tests, and outcomes as the professional performances of teacher candidates, particularly their demonstrated ability to influence student learning. For each of these approaches to outcomes, I examine underlying assumptions about teaching and schooling, the evidence and criteria used for evaluation, units of analysis, and consequences for the

  1. NPP Prevlaka - Preparation of construction

    On the basis of study 'Optimal electricity generation structure till the year 2000' production of 3 x 500 MWe in nuclear power plants has been anticipated. Second Croatian-Slovenian NPP project will be based on the same principles the first one (NPP Krsko) was based on. Preconstruction investigation studies are performed at site Prevlaka on river Sava downstream of Zagreb. Licensing procedure has started with republic Urban countryside planning activities. Preconstruction activities are planned to be finished by the end of 1986. while the construction is expected to start during 1987. Parallel to investigation studies for NPP Prevlaka, evaluation of nuclear technology and reactor type is planned to be made. (author)

  2. Constructive eHealth evaluation

    Høstgaard, Anna Marie Balling

    2016-01-01

    Despite the existence of an extensive body of knowledge about best practices and factors that contribute to the successful development and adoption of eHealth, many eHealth development-projects still face a number of problems - many of them of an organizational nature. This chapter presents a new...... method: “The Constructive eHealth evaluation method” aimed at supporting real end-user participation - a well-known success factor in eHealth development. It provides an analytical framework for achieving real end-user participation during the different phases in the eHealth lifecycle. The method was...

  3. The construction of normal expectations

    Quitzau, Maj-Britt; Røpke, Inge

    2008-01-01

    The gradual upward changes of standards in normal everyday life have significant environmental implications, and it is therefore important to study how these changes come about. The intention of the article is to analyze the social construction of normal expectations through a case study. The case...... drivers are the increasing importance of the home as a core identity project and a symbol of the unity of the family, the opportunities for creative work, the convenience of more grooming capacity during the busy family’s rush hours, the perceived need for retreat and indulgence in a hectic everyday life...

  4. Regression Analysis A Constructive Critique

    Berk, Richard A

    2003-01-01

    Regression Analysis: A Constructive Critique identifies a wide variety of problems with regression analysis as it is commonly used and then provides a number of ways in which practice could be improved. Regression is most useful for data reduction, leading to relatively simple but rich and precise descriptions of patterns in a data set. The emphasis on description provides readers with an insightful rethinking from the ground up of what regression analysis can do, so that readers can better match regression analysis with useful empirical questions and improved policy-related research. "An

  5. CONTACT DERMATITIS AMONG CONSTRUCTION WORKERS

    Ida Ayu Diah Purnama Sari

    2013-02-01

    Full Text Available Contact dermatitis is a form of skin inflammation with spongiosis or intercellular edema of the epidermis due to the interaction of irritants and allergens. While occupational contact dermatitis is an inflammation of the skin due to exposure to irritants or allergens in the workplace. One of the jobs that have a high risk of the disease are construction workers. Although the disease is rarely-threatening but can cause high morbidity and suffering for workers, so it can affect the economy and quality of life of patients.

  6. Construction of simple kiln systems

    Roos, W.; Rojczyk, U.

    1984-01-01

    For the rational manufacture of charcoal, different kiln designs have been developed, for which a detailed general view of their constructional peculiarities and performance together with a number of sectional diagrams and sketches of the principles are given. Starting from both horizontally and vertically structured charcoal kilns covered with earth, the study gas on to report on modern, transportable, perforated kiln covers made of steel. Kiln covers in cylindrical and truncated cone-shaped drum form are shown. Details of dimensions, transport weight and pyrotechnical advantages are given and recommendations as to the type of kiln to select (table of criteria for selection, advantages and snags of various different kiln systems).

  7. Real analysis a constructive approach

    Bridger, Mark

    2012-01-01

    A unique approach to analysis that lets you apply mathematics across a range of subjects This innovative text sets forth a thoroughly rigorous modern account of the theoretical underpinnings of calculus: continuity, differentiability, and convergence. Using a constructive approach, every proof of every result is direct and ultimately computationally verifiable. In particular, existence is never established by showing that the assumption of non-existence leads to a contradiction. The ultimate consequence of this method is that it makes sense-not just to math majors but also to students from a

  8. Construction of concrete hot cells

    1. Construction of concrete hot cells; 1.1 Fundamentals; 1.2 Cell sizes; 1.3 Cell categories; 1.4 Work place/operating place and cell ergonomics; 1.5 Cell instrumentation. 2. Shielding; 2.1 louerete walls; 2.2 Big access holes. 3. Standard equipment; 3.1 Manipulators; 3.2 Radiation protection windows; 3.3 Safety boxes; 3.4 Equipment transfer airlocks; 3.5 Duets; 3.6 Working tables; 3.7 Illumination; 3.8 Ventilation system.

  9. On constructing disjoint linear codes

    ZHANG Weiguo; CAI Mian; XIAO Guozhen

    2007-01-01

    To produce a highly nonlinear resilient function,the disjoint linear codes were originally proposed by Johansson and Pasalic in IEEE Trans.Inform.Theory,2003,49(2):494-501.In this paper,an effective method for finding a set of such disjoint linear codes is presented.When n≥2k,we can find a set of[n,k] disjoint linear codes with joint linear codes exists with cardinality at least 2.We also describe a result on constructing a set of [n,k] disjoint linear codes with minimum distance at least some fixed positive integer.

  10. The Free Universal Construction Kit

    Stephensen, Jan Løhmann; Hansen, Lone Koefoed

    2013-01-01

    With the increasing economic accessibility of 3D printers, the lessons learned and the logics cultivated on digital Web 2.0 now seems applicable to the world of material things. Released in early 2012 by the artist groups F.A.T. and Sy-lab, the Free Universal Construction Kit is a set of 3D...... drawings that enable everyone with access to a 3D printer to make connectors, “the missing links”, between intellectual property restricted toys like LEGO, Tinkertoys, and Fischertechnik. However, when describing this project as “reverse engineering as a civic activity”, it seems obvious that F...

  11. Improving construction performance through supply chain management

    王要武; 薛小龙

    2004-01-01

    A typical model of construction supply chain (CSC) is presented firstly. Then the characteristics and problems of CSC are identified. The authors also describe the progress towards adoption of supply chain management (SCM) in the construction industry. Traditional construction management approaches (CMAs) are compared with new SCM-based CMAs. The authors suggest that integrated SCM based on cooperating competition is crucial to improve construction performance. Based on relevant results from related research, a framework for integrated construction supply chain management (CSCM) is developed to guide the effective implementation of SCM in construction.

  12. DeWitt–Virasoro construction

    Partha Mukhopadhyay

    2011-03-01

    We study a particular approach for analysing worldsheet conformal invariance for bosonic string propagating in a curved background using Hamiltonian formalism. We work in the Schrödinger picture of a single-particle description of the problem where the particle moves in an infinite-dimensional space. Background independence is maintained in this approach by adopting DeWitt’s (Phys. Rev. 85, 653–661, 1952) coordinate-independent formulation of quantum mechanics. This enables us to construct certain background-independent notion of Virasoro generators, called DeWitt–Virasoro (DWV) generators, and invariant matrix elements of an arbitrary operator constructed out of them in spin-zero representation. We show that the DWV algebra is given by the Witt algebra with additional anomalous terms that vanish for Ricci-flat backgrounds. The actual quantum Virasoro generators should be obtained by first introducing the vacuum state and then normal ordering the DWV generators with respect to that. We demonstrate the procedure in flat and pp-wave backgrounds.

  13. Toronto green roof construction standard

    Toronto City Council adopted a green roof strategy in February 2006. This paper reviewed the by-law governing the strategy as well as the work in progress to develop minimum standards for the design and construction of green roofs in Toronto. The strategy included a series of recommendations regarding the installation of green roofs on city buildings; a pilot grant program; using the development process to encourage green roofs; and, public education and promotion. It was noted that compared to Europe, the development of standards for green roofs in North America is in its early stages. As an emerging sustainable technology, there currently are no standards incorporated into Ontario's Building Code against which Toronto can measure the design and construction of green roofs. Therefore this paper included an analysis detailing how the recommended design requirements were able to support the City's green roof policy objectives and integrate the performance criteria for green roofs previously established and supported by Toronto City Council. The key policy objectives of the City's green roof strategy were to reduce the urban heat island effect; to address stormwater management implications in terms of quality and quantity; to improve the energy budgets of individual buildings; and, to improve air quality

  14. Constructing professional and organisational fields.

    Gurney, Robert

    2016-01-01

    Purpose - The purpose of this paper is to fill an apparent gap in the literature addressing issues of leadership and change - the development and activities of constructing and leading sports sciences and medicine professions, and similarly, the construction and leadership of multidisciplinary/inter-disciplinary organisations that practice sports sciences and medicine. Design/methodology/approach - This study incorporated explorations through conducting both interviews and survey questionnaires with members of Sports Medicine Australia (SMA). The interviews (qualitative) were semi-structured and asked questions addressing what changed, why change and how change was implemented. Findings - The health sciences and medicine professions moving to specialised sports sciences and medicine disciplines and SMA, evolved through forces driving the need for change (legitimacy, resource dependency, positioning and core competencies). Practical implications - The knowledge developed from understanding activities of change that traditional professions conducted to become specialised Disciplines and parallel changes in a single Discipline organisation evolving to an umbrella organisation (SMA), comprised a membership of specialised Disciplines, can act as a catalyst for inquiry by other professional and organisational groups. Originality/value - The findings of this study contributes to the literature investigating change in professional and organisations fields. More specifically, this study promotes inquiry into leadership practices of sports sciences and medicine, as contributors to the field of health services. PMID:26764964

  15. Seeking Constructive Synergy: Design Science and the Constructive Research Approach

    Piirainen, Kalle; Gonzalez, Rafael A.

    Information systems research and management science create knowledge which can be applied in organizations. Design science specifically aims at applying existing knowledge to solve interesting and relevant business problems and has been steadily gaining support in information systems research....... However, design science is not the only design-oriented framework. Accordingly, this raises the question of whether it is possible to compare the results obtained from different brands of design-oriented research. This paper contributes to answering this question by comparing two research approaches......, enabling mutual learning possibilities and suggesting improvements in transparency and rigor. The objective of this paper is to compare design science research with the constructive research approach. The conclusion is that the two approaches are compatible, save for details in practical requirements and...

  16. Seeking Constructive Synergy: Design Science and the Constructive Research Approach

    Piirainen, Kalle; Gonzalez, Rafael A.

    2013-01-01

    . However, design science is not the only design-oriented framework. Accordingly, this raises the question of whether it is possible to compare the results obtained from different brands of design-oriented research. This paper contributes to answering this question by comparing two research approaches......, enabling mutual learning possibilities and suggesting improvements in transparency and rigor. The objective of this paper is to compare design science research with the constructive research approach. The conclusion is that the two approaches are compatible, save for details in practical requirements and......Information systems research and management science create knowledge which can be applied in organizations. Design science specifically aims at applying existing knowledge to solve interesting and relevant business problems and has been steadily gaining support in information systems research...

  17. Validity of Sensory Systems as Distinct Constructs

    Su, Chia-Ting; Parham, L. Diane

    2014-01-01

    Confirmatory factor analysis testing whether sensory questionnaire items represented distinct sensory system constructs found, using data from two age groups, that such constructs can be measured validly using questionnaire data.

  18. Some problems of NPP construction base improvement

    NPP construction bases are characterized by high cost of construction and large area. Duration of base construction makes up 3-4 years, labour contents for their erection constitute 600-900 thousand man-days. Delays in organizing functional base services essentially decelerate construction rates of the main NPP buildings. Maximum joining of separate buildings by their functional assignment and structural peculiarities, wide application of container buildings, partial utilization of permanent buildings of production centre for construction needs; transition to new organizational form of construction based on industrial production of buildings; production of volumetric structural-technological cells with mounted equipment manufactured at specialized plants, mounting NPP components with stock produced cells, consideration of the problem of large power centre creation are necessary for reduction of construction centres, area reduction of cost and duration of their construction

  19. Diversity Among Construction Professionals: A Study of Their Perception of Construction Site Management Practices

    Ayokunle Olubunmi, Olanipekun; Isaac Olaniyi, Aje; Fisayo, Adedokun

    2014-01-01

    Introduction: This paper tests a proposition that there is no significant difference in construction professionals’ perception of construction site management practices in the construction industry. Purpose: The purpose of this paper is to provide support, or otherwise to the diversity attribute of the construction industry. The construction industry is largely regarded as diverse; however, the industry also manifests signs of alignment especially on issues that tie construction p...

  20. Improvement method for enhancement of construction quality and constructability of nuclear power plant

    Hyundai Engineering and Construction Co. (HDEC) has already constructed 10 nuclear power plants in Korea since 1970's and been currently constructing Yonggwang nuclear units 5and6 in Korea and KEDO 1and2 in North Korea. We are making an effort to reduce the construction duration and improve the construction quality through the application of good management practices and available technologies that were based on the construction experience of the nuclear power plants. (author)

  1. Division of Mechanical Construction - Overview

    The Department of Mechanical Construction consists of the Design Group and the Mechanical Workshop. The activity of the Department includes the following: designs of devices and equipment for experiments in physics and their mechanical construction and assembly, particularly vacuum chambers and installations for HV and UHV; maintenance and upgrading of the existing installations and equipment in our Institute; participation of our engineers and technicians in design works, equipment assembly and maintenance for experiments in foreign laboratories. The Design Group is equipped with PC-computers and AutoCad graphic software (release 12 and 13) what allows to make drawings and a mechanical documentation which meets world standards. Also ANSYS (version 5.2) - a software for mechanical, heat and magnetic calculations using finite-elements methods is used in our design activity. The Mechanical Workshop can offer a wide range of machining and treatment methods with satisfactory tolerances and surface quality. In 1998 the Department of Mechanical Construction designed, manufactured and assembled an equipment for the following foreign laboratories: Deutches Elektronen Synchrotron, Hamburg, FRG; Jagiellonian University, Cracow; Massachusetts Institute of Technology, Cambridge, Massachusetts, USA; University of Rochester. Rochester, NY, USA; Brookhaven National Laboratory, Upton, NY, USA. Besides the large designs and systems described below, some interesting works have been made for the departments of our Institute and other institutions: 1. The works for Cyclotron Section: The assembly of dipole magnet for extraction the cyclotron beam: - design and manufacturing of technological device for winding magnet coils; - winding of 16 coils; - manufacturing and assembly of magnet collars driving system; - design and manufacturing of vacuum chamber placed inside the magnet; - manufacturing of magnet cooling system; assembly of remachined magnet yoke and mentioned above units

  2. Studies on Labour Safety in Construction Sites

    S. Kanchana; Sivaprakash, P.; Sebastian Joseph

    2015-01-01

    Construction industry has accomplished extensive growth worldwide particularly in past few decades. For a construction project to be successful, safety of the structures as well as that of the personnel is of utmost importance. The safety issues are to be considered right from the design stage till the completion and handing over of the structure. Construction industry employs skilled and unskilled labourers subject to construction site accidents and health risks. A proper coordination betwee...

  3. Experimental studies of Steel Corrugated Constructions

    Lazarev Yuriy; Akhatuly Alisher; Alzhanova Raushan; Panfilova Alla

    2016-01-01

    The purpose of this particular article is to assess existing calculations of steel corrugated constructions. Steel Corrugated Construction is a perspective type of constructions, which is exhibiting numerous advantages in comparison with one that currently applied in automobile and railroad networks (reinforced concrete water-throughput pipes, reinforced concrete frame bridges). The evaluation of experimental data on models of constructions of this particular type has been carried out in orde...

  4. The niche construction perspective: a critical appraisal

    Scott-Phillips, Thomas C.; Laland, Kevin N.; Shuker, David M.; Dickins, Thomas E.; West, Stuart A.

    2014-01-01

    Niche construction refers to the activities of organisms that bring about changes in their environments, many of which are evolutionarily and ecologically consequential. Advocates of niche construction theory (NCT) believe that standard evolutionary theory fails to recognize the full importance of niche construction, and consequently propose a novel view of evolution, in which niche construction and its legacy over time (ecological inheritance) are described as evolutionary processes, equival...

  5. The niche construction perspective: a critical appraisal.

    Scott-Phillips, Thomas C.; Laland, Kevin N.; Shuker, David M.; Dickins, Thomas E.; West, Stuart A.

    2014-01-01

    Niche construction refers to the activities of organisms that bring about changes in their environments, many of which are evolutionarily and ecologically consequential. Advocates of niche construction theory (NCT) believe that standard evolutionary theory fails to recognize the full importance of niche construction, and consequently propose a novel view of evolution, in which niche construction and its legacy over time (ecological inheritance) are described as evolutionary processes, equival...

  6. Sustainable development and construction industry in Malaysia

    Suliman L. Kh. M.; Abdelnaser Omran

    2009-01-01

    Sustainable construction is a way for the building and infrastructure industry to move towards achieving sustainable development, taking into account environmental, socioeconomic and cultural issues. Differing approaches and differing economic markets lead to different priorities. This paper presents the construction scenario of Malaysia and the developments in sustainable construction taking place in this country. Barriers to the implementation of sustainable construction are discussed. A li...

  7. Transport Construction, Corruption and Developing Countries

    Kenny, C

    2009-01-01

    The construction industry is consistently ranked as one of the most corrupt industries worldwide. The impact of corruption goes beyond bribe payments to poor-quality construction of transport infrastructure with low-economic returns alongside low funding for maintenance. Regulation of the construction sector is necessary, but simplicity, transparency, enforcement and a focus on the outcomes of poor construction are likely to have the largest impact. Where government is the client, attempts to...

  8. Factors Influencing Tacit Knowledge in Construction

    Jawahar Nesan

    2012-01-01

    Increased complexity of the construction business and consequentuse of new management concepts and technologies ledconstruction organisations to focus more on the transfer of explicitknowledge. However, it is the tacit knowledge that determinesthe construction companies’ competitiveness in a business thatis driven by turbulent market conditions and customers’ everincreasingdemands. This paper highlights the importance of tacitknowledge sharing in construction, explores the challenges andoppor...

  9. 10 CFR 63.72 - Construction records.

    2010-01-01

    ... maintain records of construction of the geologic repository operations area at the Yucca Mountain site in a..., and sequence of work; (6) Construction problems; (7) Anomalous conditions encountered; (8) Instrument... 10 Energy 2 2010-01-01 2010-01-01 false Construction records. 63.72 Section 63.72 Energy...

  10. Construction Blue Print in Global Market

    2007-01-01

    @@ Talking of China Communications Construction Company Ltd.(CCCC), we can easily count several national and even world records. It's the largest port construction and design enterprise in China, the team leader in road and bridge construction and design,the biggest in China also among the world top three companies in dredging,and the No.1 container crane manufacturer in the world.

  11. Solvable groups and a shear construction

    Freibert, Marco; Swann, Andrew Francis

    The twist construction is a geometric model of T-duality that includes constructions of nilmanifolds from tori. This paper shows how one-dimensional foliations on manifolds may be used in a shear construction, which in algebraic form builds certain solvable Lie groups from Abelian ones. We discus...

  12. A new construction of naturally reductive spaces

    Storm, Reinier

    2016-01-01

    A new construction of naturally reductive spaces is presented. This construction gives a large amount of new families of naturally reductive spaces. First the infinitesimal models of the new naturally reductive spaces are constructed. A concrete transitive group of isometries is given for the new spaces and also the naturally reductive structure with respect to this group is explicitly given.

  13. 46 CFR 168.15-10 - Construction.

    2010-10-01

    ... 46 Shipping 7 2010-10-01 2010-10-01 false Construction. 168.15-10 Section 168.15-10 Shipping COAST GUARD, DEPARTMENT OF HOMELAND SECURITY (CONTINUED) NAUTICAL SCHOOLS CIVILIAN NAUTICAL SCHOOL VESSELS Accommodations § 168.15-10 Construction. (a) The accommodations provided must be securely constructed,...

  14. Technical measures for management of Construction Engineering

    于泽东; 王英明

    2014-01-01

    the production of improved quality of life, cannot do without the construction, in recent years, the construction quality of the increasingly stringent requirements, how to ef ectively carry out the technical management of building construction is worthy of discussion. This paper wil discuss from the fol owing aspects.

  15. 49 CFR 193.2303 - Construction acceptance.

    2010-10-01

    ...: FEDERAL SAFETY STANDARDS Construction § 193.2303 Construction acceptance. No person may place in service... 49 Transportation 3 2010-10-01 2010-10-01 false Construction acceptance. 193.2303 Section 193.2303 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS MATERIALS...

  16. 27 CFR 71.2 - Liberal construction.

    2010-04-01

    ... 27 Alcohol, Tobacco Products and Firearms 2 2010-04-01 2010-04-01 false Liberal construction. 71.2... and Construction of Regulations § 71.2 Liberal construction. The regulations in this part shall be... Rules of Civil Procedure for the U.S. District Courts (28 U.S.C. appendix), where applicable, shall be...

  17. A Backwards Binding Construction in Zapotec.

    Black, Cheryl A.

    Many of the Zapotecan (Mexico) languages have a unique way of signaling co-reference between the subject and the possessor of the object: the subject is null. Analysis of such a construction is problematic to current theories of anaphoric construction. In this analysis, the construction is described and the theoretical problem is underlined by…

  18. SPECIFICITY IN DEVELOPMENT OF CONSTRUCTION INDUSTRY

    O. Golubova

    2012-01-01

    Full Text Available Specificity in development of construction industry of the Republic of Belarus determines  character of competition on the construction market, forms a pricing, marketing and product policy of building companies. Construction represents itself as a highly developed complex where interaction of business entities is of rather complicated multilateral character.

  19. Partnering models in Nordic construction

    Larsen, Jacob Norvig

    delivery, often in combination with the introduction of private finance in hitherto publicly funded buildings and infrastructure works (PPP, PFI). Some construction clients have taken this a step further and adopted a much more collaborative approach towards project delivery, often known as partnering....... This can involve contractual changes, but is more often primarily founded on agreements and commitments outside the contract framework. The paper presents evidence from an explorative study of partnering and partnerships in five Nordic countries. The study was implemented in a collaborative network...... of local research and industry partners including major building clients. Data were collected by means of national reviews of partnering policies and practices, thematic analyses, and case studies. The concept partnering was introduced in a Nordic context in the 1990s and has since then been implemented...

  20. Animated construction of line drawings

    Fu, Hongbo

    2011-12-01

    Revealing the sketching sequence of a line drawing can be visually intriguing and used for video-based storytelling. Typically this is enabled based on tedious recording of artists\\' drawing process. We demonstrate that it is often possible to estimate a reasonable drawing order from a static line drawing with clearly defined shape geometry, which looks plausible to a human viewer. We map the key principles of drawing order from drawing cognition to computational procedures in our framework. Our system produces plausible animated constructions of input line drawings, with no or little user intervention. We test our algorithm on a range of input sketches, with varying degree of complexity and structure, and evaluate the results via a user study. We also present applications to gesture drawing synthesis and drawing animation creation especially in the context of video scribing. © 2011 ACM.

  1. Dam construction in salt rock

    Barriers are a major component of the satefy concept for the Gorleben repository. The construction and performance of dams are currently tested within the framework of a project carried out in the Asse salt mine. A measuring programme has been established to give evidence of the sealing capacities of a barrier consisting of an abatement, long-term sealing material, and a hydraulic sealing system. Tests are to be made to verify the barrier's performance for shorter of long time periods (up to about 500 years). The tests are assisted by computed models established for the project. The long-term safety aspects to be studied include such conditions as permeability changes due to mechanical impacts, circulation conditions at the roadside, and the serviceable life and efficiency of the sealing components. (DG)

  2. Business model: unveiling the construct

    Cyntia Vilasboas Calixto

    2015-09-01

    Full Text Available This essay was developed based on a systematic literature review to identify the main definitions of business model as well as the elements that compose this construct. We analyzed 81 papers published in journals with scores above 1.5 according to Journal Citation Report (JCR standards. We realized that the relationship between business model and multinational companies has been neglected by researchers and therefore appears as an opportunity for research. Considering that business models describe how a company creates value through a combination of internal and external activities as a whole of resources, it is important to understand the design elements of the business model established by the multinational enterprise.

  3. Constructing a Business Model Taxonomy

    Groth, Pernille; Nielsen, Christian

    2015-01-01

    Abstract Purpose: The paper proposes a research design recipe capable of leading to future business model taxonomies and discusses the potential benefits and implications of achieving this goal. Design/Methodology/Approach: The paper provides a review of relevant scholarly literature about business...... models to clarify the subject as well as highlighting the importance of past studies of business model classifications. In addition it reviews the scholarly literature on relevant methodological approaches, such as cluster analysis and latent class analysis, for constructing a business model taxonomy....... The two literature streams combined to form the basis for the suggested recipe. Findings: The paper highlights the need for further large-scale empirical studies leading to a potential business model taxonomy, a topic that is currently under-exposed even though its merits are highlighted continuously...

  4. Animated construction of line drawings

    Fu, Hongbo

    2011-12-01

    Revealing the sketching sequence of a line drawing can be visually intriguing and used for video-based storytelling. Typically this is enabled based on tedious recording of artists\\' drawing process. We demonstrate that it is often possible to estimate a reasonable drawing order from a static line drawing with clearly defined shape geometry, which looks plausible to a human viewer. We map the key principles of drawing order from drawing cognition to computational procedures in our framework. Our system produces plausible animated constructions of input line drawings, with no or little user intervention. We test our algorithm on a range of input sketches, with varying degree of complexity and structure, and evaluate the results via a user study. We also present applications to gesture drawing synthesis and drawing animation creation especially in the context of video scribing.

  5. Efficient Frequent Pattern Tree Construction

    D.Bujji Babu

    2014-03-01

    Full Text Available Association rule learning is a popular and well researched technique for discovering interesting relations between variables in large databases in the area of data mining. The association rules are a part of intelligent systems. Association rules are usually required to satisfy a user-specified minimum support and a user-specified minimum confidence at the same time. Apriori and FP-Growth algorithms are very familiar algorithms for association rule mining. In this paper we are more concentrated on the Construction of efficient frequent pattern trees. Here, we present the novel frequent pattern trees and the performance issues. The proposed trees are fast and efficient trees helps to extract the frequent patterns. This paper provides the major advantages in the FP-Growth algorithm for association rule mining with using the newly proposed approach.

  6. Construction of radiation hybrid panels.

    Page, John E; Murphy, William J

    2008-01-01

    Whole-genome radiation hybrid (RH) mapping has proven to be a powerful tool for mapping genes and comparing genome architecture. We describe a protocol for constructing RH panels by rescuing irradiated fibroblast donor cells of any mammalian species by polyethylene glycol fusion to a thymidine kinase-deficient hamster cell line. Characterization and expansion of a panel of 90-100 cell lines can be used to map virtually any PCR-based marker that can be distinguished from the recipient hamster genome. The described procedure has been used successfully to create RH panels from diverse mammalian species such as macaques, elephants, alpacas, and armadillos, and may be applicable to nonmammalian vertebrates as well. PMID:18629660

  7. Tunnel construction for a desertron

    The tunnel in this model of construction is 3-1/2 feet wide by 5 feet high. It is assumed that the tunnel contains a rail system and guidance system for: (1) An enclosed car used for transport of 2 people and some tools. (2) A magnet mover. This robot could pick up a magnet and transport it at about 10 miles per hour. (3) An alignment robot. The alignment robot would intercept E.M. waves (microwaves, lasers) to determine its position in the tunnel. Then workers could come along inside the tunnel hoop and nail it together and to the floor. The trench would then be back-filled with a 1 foot berm on top. A rail system would be installed and a support stand for the magnet

  8. Constructing an Educational Mars Simulation

    Henke, Stephen A.

    2004-01-01

    January 14th 2004, President George Bush announces his plans to catalyst the space program into a new era of space exploration and discovery. His vision encompasses a robotics program to explore our solar system, a return to the moon, the human exploration of Mars, and to promote international prosperity towards our endeavors. We at NASA now have the task of constructing this vision in a very real timeframe. I have been chosen to begin phase 1 of making this vision a reality. I will be working on creating an Educational Mars Simulation of human exploration of Mars to stimulate interest and involvement with the project from investors and the community. GRC s Computer Services Division (CSD) in collaboration with the Office of Education Programs will be designing models, constructing terrain, and programming this simulation to create a realistic portrayal of human exploration on mars. With recent and past technological breakthroughs in computing, my primary goal can be accomplished with only the aid of 3-4 software packages. Lightwave 3D is the modeling package we have selected to use for the creation of our digital objects. This includes a Mars pressurized rover, rover cockpit, landscape/terrain, and habitat. Once we have the models completed they need textured so Photoshop and Macromedia Fireworks are handy for bringing these objects to life. Before directly importing all of this data into a simulation environment, it is necessary to first render a stunning animation of the desired final product. This animation with represent what we hope to capture out of the simulation and it will include all of the accessories like ray-tracing, fog effects, shadows, anti-aliasing, particle effects, volumetric lighting, and lens flares. Adobe Premier will more than likely be used for video editing and adding ambient noises and music. Lastly, V-Tree is the real-time 3D graphics engine which will facilitate our realistic simulation. Additional information is included in the

  9. Constructing majority-rule supertrees

    McMorris FR

    2010-01-01

    Full Text Available Abstract Background Supertree methods combine the phylogenetic information from multiple partially-overlapping trees into a larger phylogenetic tree called a supertree. Several supertree construction methods have been proposed to date, but most of these are not designed with any specific properties in mind. Recently, Cotton and Wilkinson proposed extensions of the majority-rule consensus tree method to the supertree setting that inherit many of the appealing properties of the former. Results We study a variant of one of Cotton and Wilkinson's methods, called majority-rule (+ supertrees. After proving that a key underlying problem for constructing majority-rule (+ supertrees is NP-hard, we develop a polynomial-size exact integer linear programming formulation of the problem. We then present a data reduction heuristic that identifies smaller subproblems that can be solved independently. While this technique is not guaranteed to produce optimal solutions, it can achieve substantial problem-size reduction. Finally, we report on a computational study of our approach on various real data sets, including the 121-taxon, 7-tree Seabirds data set of Kennedy and Page. Conclusions The results indicate that our exact method is computationally feasible for moderately large inputs. For larger inputs, our data reduction heuristic makes it feasible to tackle problems that are well beyond the range of the basic integer programming approach. Comparisons between the results obtained by our heuristic and exact solutions indicate that the heuristic produces good answers. Our results also suggest that the majority-rule (+ approach, in both its basic form and with data reduction, yields biologically meaningful phylogenies.

  10. BASES OF CONSTRUCTIVITY OF MODERN PERSONALITY

    Natalya Petrovna Shatalova

    2014-11-01

    Full Text Available Formation of bases of constructibility is important process at this stage of de-velopment of our state. Personality of modern type must be capable to self-determination, competent adoption of constructive decisions and manifestation of a personal responsibility for the constructive election, personality of modern type must be capable for self-determination, competent adoption of constructive decisions and manifestation to a personal responsibility for the constructive choice. Formation of bases of constructibility in the course of education is caused by use of constructive tasks and the constructive educational environment which define innovative recep-tions and skills of influence as methods of pedagogical influence taking into account constantly changing circumstances. Extent of mastering each member of society bases of constructibility defines a spiritual condition of society, of the present and the future of our country, development of economy and culture in general.Purpose: consideration of question about development of constructive thinking and constructive skills of personality in modern constructive educational environ-ment.Methodology: formal pedagogical method, the theoretical modeling, the meth-od of participant observation.Results. In the article is give the short analysis of problem of development of personality in modern society, opened the concept of constructibility of the personali-ty and her basic components, classification constructive tasks investigated, specified preparatory steps for organization of the conditions of development of a constructibil-ity and gives a brief description of their. Article has the scientific value as contains au-thor's generalizations possessing scientific novelty and the conclusions directed on disclosure of problems of formation and development of the modern personality, considered from the point of view of the theory of democratic constructivism in edu-cation.Practical implications: pedagogical

  11. Construction method under severe weather condition

    ALL WEATHER CONSTRUCTION METHOD, developed and applied to the actual plant by KAJIMA CORPORATION, completely changes the hitherto image of nuclear power plant construction. This is a system in which, building materials are carried in and erected efficiently by various building equipment, under bright and most favorable working conditions. The work site is as if moved into a factory, offering many merits such as expedited productivity, time saving and others. This construction method has been called ALL WEATHER CONSTRUCTION METHOD from the beginning of development. Now KAJIMA is pursuing further development of this method in order to raise productivity, shorten construction period. (author)

  12. Management of cluster structures in construction

    Subbotin Artem Sergeevich

    2014-03-01

    Full Text Available Construction as a branch of material production is characterized by complication of the tasks being solved. At the present moment the construction branch endures the stage of activity, in which there is a necessity of changing the organizational forms and methods of construction process management. One of the key methods construction management is the construction cluster. Cluster means a group of interrelated companies and brunches, concentrated on one territory and benefiting from being closely situated and close cooperation. Construction cluster as a model of presenting operational structure has differential specific features, determined by the fact that it possess wider functional and purpose-oriented decomposing. The authors offer the mathematical description of the system model of management, which proves the efficiency of cluster model in construction management. Calculations and formulas of using manpower and material resources and necessary investments are also presented as part of cluster model of management implementation.

  13. Division of Mechanical Construction - Overview

    Full text: The Department of Mechanical Construction consists of the Design Group and the Mechanical Workshop. The activity of the Department includes the following:- designs of devices and equipment for experiments in physics and their mechanical construction and assembly, particularly vacuum chambers and installations for HV and UHV; - maintenance and upgrading of the existing installations and equipment in our Institute; - participation of our engineers and technicians in design works, equipment assembly and maintenance for experiments in foreign laboratories. The Design Group is equipped with PC-computers and AutoCad graphic software (release 12 and 13) what allows to make drawings and a mechanical documentation which meets world standards. Also ANSYS (version 5.2) - a software for mechanical, heat and magnetic calculations using finite-elements methods is used in our design activity. The Mechanical Workshop can offer a wide range of machining and treatment methods with satisfactory tolerances and surface quality. The Workshop offers the following possibilities: - turning - cylindrical elements of a length up to 2000 mm and a diameter up to 400 mm, and also disc-type elements of a diameter up to 600 mm and a length not exceeding 300 mm; - milling - elements of length up to 1000 mm and gear wheels of diameter up to 300 mm; - grinding - flat surfaces of dimensions up to 300 mm x 1000 mm and cylindrical elements of a diameter up to 200 mm and a length up to 800 mm; - drilling - holes of a diameter up to 50 mm; - welding - electrical and gas welding, including TIG vacuum-tight welding; - soft and hard soldering; - mechanical works including precision engineering; - plastics treatment - machining and polishing using diamond milling, modelling, lamination of various shapes and materials, including plexiglas, scintillators and light-guides; - painting - paint spraying with possibility of using furnace-fired drier of internal dimensions of 800 mm x 800 mm x 800 mm. Our

  14. 42 CFR 137.328 - Must a construction project proposal incorporate provisions of Federal construction guidelines...

    2010-10-01

    ... 42 Public Health 1 2010-10-01 2010-10-01 false Must a construction project proposal incorporate... HUMAN SERVICES TRIBAL SELF-GOVERNANCE Construction Project Assumption Process § 137.328 Must a construction project proposal incorporate provisions of Federal construction guidelines and manuals? (a)...

  15. Construction costs - nuclear power stations

    According to present development plans in the western industrial nations nuclear power will be able to cover 35 to 45% of power requirements in the mid 1980's. Although specific investment costs are higher for nuclear power plants than for other thermal power stations, nuclear plants are in a position today to generate power more economically than fossil fired plants into the upper part of the middle load sector. The relatively high proportion of fixed costs of the total power generation costs, and a still considerable potential to exploit the economy of scale, will contribute to minimize the inflationary burden on electric power generation. Nevertheless price development of nuclear power plants should be watched attentively, rapid price escalation for components, extremely long planning and construction times and exaggerated environmental protection requirements which serve no real purpose may reduce the economic benefit gained by nuclear energy. Electrical utilities will try to hold investment cost down by all means; for instance they will encourage standardization of nuclear power plants or order twin stations. For long term utilization of nuclear energy the development of high temperature reactors and fast breeders is a logical step forward. (author)

  16. On the construction of thinking.

    Avzaradel, José Renato

    2011-08-01

    In this study the author attempts to widen our understanding of language and thought construction by using Chinese ideograms as a model. This allows us to understand how concrete internal objects can coalesce to form abstract internal objects, e.g. concepts, ideas, symbols, and metaphors. One can establish a pictorial language that antedates verbal language. This is the case in the dream work that we routinely study. Thus, this study delves into the physiology of the alpha function. To this end the author not only relies on psychoanalytic concepts but also on concepts from philosophy and from language itself. The author presents the ideograms not only for discussion but also for their visual impact. If we really want to understand pictorial images, they must be seen and not just discussed from a theoretical point of view. Based on this understanding the author advances a proposal for the technique used in treating patients who cannot establish mental representations for their affect. And the technical proposal is illustrated in two clinical cases. PMID:21843238

  17. CONSTRUCTING ACCOUNTING UNCERTAINITY ESTIMATES VARIABLE

    Nino Serdarevic

    2012-10-01

    Full Text Available This paper presents research results on the BIH firms’ financial reporting quality, utilizing empirical relation between accounting conservatism, generated in created critical accounting policy choices, and management abilities in estimates and prediction power of domicile private sector accounting. Primary research is conducted based on firms’ financial statements, constructing CAPCBIH (Critical Accounting Policy Choices relevant in B&H variable that presents particular internal control system and risk assessment; and that influences financial reporting positions in accordance with specific business environment. I argue that firms’ management possesses no relevant capacity to determine risks and true consumption of economic benefits, leading to creation of hidden reserves in inventories and accounts payable; and latent losses for bad debt and assets revaluations. I draw special attention to recent IFRS convergences to US GAAP, especially in harmonizing with FAS 130 Reporting comprehensive income (in revised IAS 1 and FAS 157 Fair value measurement. CAPCBIH variable, resulted in very poor performance, presents considerable lack of recognizing environment specifics. Furthermore, I underline the importance of revised ISAE and re-enforced role of auditors in assessing relevance of management estimates.

  18. Material Efficiency of Building Construction

    Antti Ruuska

    2014-07-01

    Full Text Available Better construction and use of buildings in the European Union would influence 42% of final energy consumption, about 35% of our greenhouse gas emissions and more than 50% of all extracted materials. It could also help to save up to 30% of water consumption. This paper outlines and draws conclusions about different aspects of the material efficiency of buildings and assesses the significance of different building materials on the material efficiency. The research uses an extensive literature study and a case-study in order to assess: should the depletion of materials be ignored in the environmental or sustainability assessment of buildings, are the related effects on land use, energy use and/or harmful emissions significant, should related indicators (such as GHGs be used to indicate the material efficiency of buildings, and what is the significance of scarce materials, compared to the use of other building materials. This research suggests that the material efficiency should focus on the significant global impacts of material efficiency; not on the individual factors of it. At present global warming and greenhouse gas emissions are among the biggest global problems on which material efficiency has a direct impact on. Therefore, this paper suggests that greenhouse gas emissions could be used as an indicator for material efficiency in building.

  19. Quality assurance during site construction

    During the time of planing and construction of a nuclear power plant, the following proceeding is approved: - the deliverer of a nuclear power plant provides the reports fixing the quality assurance program, it means that he is responsible to write the safety analysis report, the specifications for the erection of the components, the working manuals and specifications for testing (eg nondestr. testing) - the manufacturing of components or systems will be controlled by an own independent quality assurance group, provided that this group was checked by the quality assurance group of the applicant - the TUeV with its independent assessors will fix the requirements relating to quality assurance in its assessment. On this basis the examination of the applicants specifications, working manuals, testing specifications will be done. The efficiency of quality assurance at the manufacturer and at the applicant will be checked by the TUeV specialists by considering specifications of modifications, repairs or tolerances. A mean point of the quality assurance in Germany is the dynamic adjustment, of an action on the latest state of engineering or science. If there exists a change of rules or guidelines, the quality assurance requirements have to be fit on this state in so far as it is feasible from the technical point of view. (orig./RW)

  20. Constructing the self-force

    Poisson, Eric

    2009-01-01

    I present an overview of the methods involved in the computation of the scalar, electromagnetic, and gravitational self-forces acting on a point particle moving in a curved spacetime. For simplicity, the focus here will be on the scalar self-force. The lecture follows closely my review article on this subject published in Living Reviews in Relativity. I begin with a review of geometrical elements (Synge's world function, the parallel propagator). Next I introduce useful coordinate systems (Fermi normal coordinates and retarded light-cone coordinates) in a neighborhood of the particle's world line. I then present the wave equation for a scalar field in curved spacetime and the equations of motion for a particle endowed with a scalar charge. The wave equation is solved by means of a Green's function, and the self-force is constructed from the field gradient. Because the retarded field is singular on the world line, the self-force must involve a regularized version of the field gradient, and I describe how the r...