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Sample records for w-320 241-c-106 sluicing

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

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-08-06

    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.

  2. Project management plan for project W-320, tank 241-C-106 sluicing

    Energy Technology Data Exchange (ETDEWEB)

    Leliefeld, K.W.

    1996-02-02

    This Project Management Plan establishes the organization, plans, and systems for management of Project W-320 as defined in DOE Order 4700.1, Project Management System (DOE 1987). The sluicing is for retrieving high-heat waste from single shell tank 241-C-106.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

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    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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

    Energy Technology Data Exchange (ETDEWEB)

    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-C1

    Energy Technology Data Exchange (ETDEWEB)

    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.

  9. Project W-320, 241-C-106 sluicing: Civil/structural calculations. Volume 6

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-24

    This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The purpose of this calculation is to conservatively estimate the weight of equipment and structures being added over Tank 241-C-106 as a result of Project W-320 and combine these weights with the estimated weights of existing structures and equipment as calculated in Attachment 1. The combined weights will be compared to the allowable live load limit to provide a preliminary assessment of loading conditions above Tank 241-C-106.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  12. Project W-320, 241-C-106 sluicing: Civil/structural calculations. Volume 3

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-24

    This supporting document has been prepared to make the FDNW civil/structural calculations for Project W-320 readily retrievable. The Equipment Removal System (ERS) has been identified by WHC as not having any safety class 1 items present in the tank pits during equipment removal activities, Documentation of this finding is provided in Letter of Instruction 3/1 Analysis Requirements for Project W-320 Equipment Removal System (REF: LOI KGS-94-013). Based on this specific direction from WHC, 3/1 analysis for any component of the Project W-320 ERS is required. No further documentation of non-safety impacting safety items is required per DOE-RL Audit finding No.90-02, and filing of this memorandum in the W-320 project files satisfies the intent of the referenced DOE observation.

  13. Project W-320, 241-C-106 sluicing: Civil/structural calculations. Volume 2

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-22

    This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The Equipment Removal System (ERS) has been identified by WHC as not having any safety class 1 items present in the tank pits during equipment removal activities. Documentation of this finding is provided in Letter of Instruction 3/1 Analysis Requirements for Project W-320 Equipment Removal System (REF: LOI KGS-94-013). Based on this specific direction from WHC, 3/1 analysis for any component of the Project W-320 ERS is required. No further documentation of non-safety impacting safety items is required per DOE-RL Audit finding No. 90-02, and filing of this memorandum in the W-320 project files satisfies the intent of the referenced DOE observation.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  15. Tank 241-C-106 sluicing project W-320 integrity assessment report

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    Symons, G.A., Fluor Daniel Hanford

    1997-02-11

    This Integrity Assessment Report is prepared by ICF Kaiser Hanford Co. (ICFKH) for Westinqhouse Hanford Company (WHC), operations contractor and the Department of Energy (DOE), the system owner. It is a revision of the original report dated 10/26/94 (ICFKH Transmittal TR-W-320-295). The original project scope has been modified, necessitating with WAC-173-303-640.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    Conner, J.C.

    1996-01-25

    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.

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

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    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  3. Review of Waste Retrieval Sluicing System Operations and Data for Tanks 241-C-106 and 241-AY-102

    Energy Technology Data Exchange (ETDEWEB)

    Cuta, Judith M.; Carothers, Kelly G.; Damschen, Dennis W.; Kuhn, William L.; Lechelt, Jeanne A.; Sathyanarayana, Kurabalakota; Stauffer, Leslie A.

    2000-09-26

    Sluicing operations were performed to retrieve high-heat sludge from single-shell tank 241-C-106 and transfer it to double-shell tank 241-AY-102 using the Waste Retrieval Sluicing System. This eliminated the high-heat safety issue for C-106 and demonstrated a technology for retrieval of single-shell tank waste. Both AY-102 and C-106 were monitored during the waste transfer operations, providing a clear picture of general trends in each tank. Specific issues addressed were evaluation of the data for evidence of flammable gas accumulation in AY-102 and thermal performance of AY-102 under the increasing heat load.

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

    Energy Technology Data Exchange (ETDEWEB)

    Pedersen, L.T.

    1998-05-22

    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.

  5. Project W-320, 241-C-106 sluicing civil/structural calculations, Volume 7

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-24

    The structural skid supporting the Process Building and equipment is designed based on the criteria, codes and standards, referenced in the calculation. The final members and the associated elements satisfy the design requirements of the structure. Revision 1 incorporates vendor data for the weight of the individual equipment components. The updated information does not affect the original conclusion of the calculation, since the overall effect is a reduction in the total weight of the equipment and a nominal relocation of the center of gravity for the skid assembly.

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

    Energy Technology Data Exchange (ETDEWEB)

    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. W-320 Department of Health documentation

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-25

    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.

  9. Project W-320 thermal hydraulic model benchmarking and baselining

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    Sathyanarayana, K.

    1998-09-28

    Project W-320 will be retrieving waste from Tank 241-C-106 and transferring the waste to Tank 241-AY-102. Waste in both tanks must be maintained below applicable thermal limits during and following the waste transfer. Thermal hydraulic process control models will be used for process control of the thermal limits. This report documents the process control models and presents a benchmarking of the models with data from Tanks 241-C-106 and 241-AY-102. Revision 1 of this report will provide a baselining of the models in preparation for the initiation of sluicing.

  10. W-320 Project thermal modeling

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    Sathyanarayana, K., Fluor Daniel Hanford

    1997-03-18

    This report summarizes the results of thermal analysis performed to provide a technical basis in support of Project W-320 to retrieve by sluicing the sludge in Tank 241-C-106 and to transfer into Tank 241-AY-102. Prior theraml evaluations in support of Project W-320 safety analysis assumed the availability of 2000 to 3000 CFM, as provided by Tank Farm Operations, for tank floor cooling channels from the secondary ventilation system. As this flow availability has no technical basis, a detailed Tank 241-AY-102 secondary ventilation and floor coating channel flow model was developed and analysis was performed. The results of the analysis show that only about 150 cfm flow is in floor cooLing channels. Tank 241-AY-102 thermal evaluation was performed to determine the necessary cooling flow for floor cooling channels using W-030 primary ventilation system for different quantities of Tank 241-C-106 sludge transfer into Tank 241-AY-102. These sludge transfers meet different options for the project along with minimum required modification of the ventilation system. Also the results of analysis for the amount of sludge transfer using the current system is presented. The effect of sludge fluffing factor, heat generation rate and its distribution between supernatant and sludge in Tank 241-AY-102 on the amount of sludge transfer from Tank 241-C-106 were evaluated and the results are discussed. Also transient thermal analysis was performed to estimate the time to reach the steady state. For a 2 feet sludge transfer, about 3 months time will be requirad to reach steady state. Therefore, for the purpose of process control, a detailed transient thermal analysis using GOTH Computer Code will be required to determine transient response of the sludge in Tank 241-AY-102. Process control considerations are also discussed to eliminate the potential for a steam bump during retrieval and storage in Tanks 241-C-106 and 241-AY-102 respectively.

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

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    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

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  13. Criticality safety assessment of tank 241-C-106 remediation

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    Waltar, A.E., Westinghouse Hanford

    1996-07-19

    A criticality safety assessment was performed in support of Project 320 for the retrieval of waste from tank 241-C-106 to tank 241-AY-102. The assessment was performed by a multi-disciplined team consisting of expertise covering the range of nuclear engineering, plutonium and nuclear waste chemistry,and physical mixing hydraulics. Technical analysis was performed to evaluate the physical and chemical behavior of fissile material in neutralized Hanford waste as well as modeling of the fluid dynamics for the retrieval activity. The team has not found evidence of any credible mechanism to attain neutronic criticality in either tank and has concluded that a criticality accident is incredible.

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

    Energy Technology Data Exchange (ETDEWEB)

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Energy Technology Data Exchange (ETDEWEB)

    Stewart, C.W.; Erian, F.F.; Meyer, P.A. [and others

    1997-07-01

    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 factor{close_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%.

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

    Energy Technology Data Exchange (ETDEWEB)

    Reynolds, D.A.

    1997-04-04

    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.

  2. Descriptive models for single-jet sluicing of sludge waste

    Energy Technology Data Exchange (ETDEWEB)

    Erian, F.F.; Mahoney, L.A.; Terrones, G.

    1997-12-01

    Mobilization of sludge waste stored in underground storage tanks can be achieved safely and reliably by sluicing. In the project discussed in this report, the waste in Hanford single-shell Tank 241-C-106 will be mobilized by sluicing, retrieved by a slurry retrieval pump, and transferred via an 1800-ft slurry pipeline to Tank 241-AY-102. A sluicing strategy must be developed that ensures efficient use of the deployed configuration of the sluicing system: the nozzle(s) and the retrieval pump(s). Given a sluicing system configuration in a particular tank, it is desirable to prescribe the sequential locations at which the sludge will be mobilized and retrieved and the rate at which these mobilization and retrieval processes take place. In addition, it is necessary to know whether the retrieved waste slurry meets the requirements for cross-site slurry transport. Some of the physical phenomena that take place during mobilization and retrieval and certain aspects of the sluicing process are described in this report. First, a mathematical model gives (1) an idealized geometrical representation of where, within the confines of a storage tank containing a certain amount of settled waste, sludge can be removed and mobilized; and (2) a quantitative measure of the amount of sludge that can be removed during a sluicing campaign. A model describing an idealized water jet issuing from a circular nozzle located at a given height above a flat surface is also presented in this report. This dynamic water-jet model provides the basis for improving the geometrical sluicing model presented next. In this model the authors assume that the water jet follows a straight trajectory toward a target point on a flat surface. However, the water jet does not follow a straight line in the actual tank, and using the true trajectory will allow a more accurate estimate of the amount of disturbed material. Also, the authors hope that developing accurate force and pressure fields will lead to a better

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

    Energy Technology Data Exchange (ETDEWEB)

    PARKMAN, D.B.

    1999-12-29

    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

  4. Antecedent Selection for Sluicing

    DEFF Research Database (Denmark)

    Anand, Pranav; Hardt, Daniel

    2016-01-01

    Sluicing is an elliptical process where the majority of a question can go unpronounced as long as there is a salient antecedent in previous discourse. This paper considers the task of antecedent selection: finding the correct antecedent for a given case of sluicing. We argue that both syntactic...... and discourse relationships are important in antecedent selection, and we construct linguistically sophisticated features that describe the relevant relationships. We also define features that describe the relation of the content of the antecedent and the sluice type. We develop a linear model which achieves...... accuracy of 72.4%, a substantial improvement over a strong manually constructed baseline. Feature analysis confirms that both syntactic and discourse features are important in antecedent selection....

  5. Project W-320 acceptance test report for AY-farm electrical distribution

    Energy Technology Data Exchange (ETDEWEB)

    Bevins, R.R.

    1998-04-02

    This Acceptance Test Procedure (ATP) has been prepared to demonstrate that the AY-Farm Electrical Distribution System functions as required by the design criteria. This test is divided into three parts to support the planned construction schedule; Section 8 tests Mini-Power Pane AY102-PPI and the EES; Section 9 tests the SSS support systems; Section 10 tests the SSS and the Multi-Pak Group Control Panel. This test does not include the operation of end-use components (loads) supplied from the distribution system. Tests of the end-use components (loads) will be performed by other W-320 ATPs.

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

    Energy Technology Data Exchange (ETDEWEB)

    Hackaby, J.L. [Pacific Northwest Lab., Washington, DC (United States); Bratzel, D.R. [Westinghouse Hanford Co., Richland, WA (United States)

    1995-09-26

    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

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  8. Calibration of submerged multi-sluice gates

    Directory of Open Access Journals (Sweden)

    Mohamed F. Sauida

    2014-09-01

    The main objective of this work is to study experimentally and verify empirically the different parameters affecting the discharge through submerged multiple sluice gates (i.e., the expansion ratios, gates operational management, etc.. Using multiple regression analysis of the experimental results, a general equation for discharge coefficient is developed. The results show, that the increase in the expansion ratio and the asymmetric operation of gates, give higher values for the discharge coefficient. The obtained predictions of the discharge coefficient using the developed equations are compared to the experimental data. The present developed equations showed good consistency and high accuracy.

  9. Silting in the Lower Courses of Tidal Sluices in China

    Institute of Scientific and Technical Information of China (English)

    张金善; 黄建维; 杨红

    2004-01-01

    Serious sediment deposition often occurs after the construction of tidal sluices in small or medium-sized tidal muddy estuaries, so desilting or dredging is needed to meet the demands of flood discharge, saltwater retaining, and navigation in those areas. In this paper, the problem of sedimeut deposition induced by construction of tidal sluices is analyzed.Different problems of silting near tidal sluices for different types of estuaries are summed up, at the same time, corresponding methods are given to solve these problems, and a few successful examples are also given. The idea of comprehensive regulation and utilization of estuaries is put forward, and some proposals for solution of sediment deposition in this kind of estuaries are made.

  10. An analysis of the sluicing gate in pulmonary blood flow.

    Science.gov (United States)

    Fung, Y C; Zhuang, F Y

    1986-05-01

    For pulmonary blood flow in zone 2 condition, in which the blood pressure in the venule (pven) is lower than the alveolar gas pressure (pA), the blood exiting from the capillary sheet and entering a venule must go through a sluicing gate. The sluicing gate exists because the venule remains patent while the capillaries will collapse when the static pressure of blood falls below the alveolar gas pressure. In the original theory of sheet flow the effect of the tension in the interalveolar septa on the flow through the sluicing gate was ignored. Since the tension multiplied by the curvature of the membrane is equivalent to a lateral pressure tending to open the gate, and since the curvature of the capillary wall is high in the gate region, this effect may be important. The present analysis improves the original theory and demonstrates that the effect of membrane tension is to cause flow to increase when the venous pressure continues to decrease. The shape of the sluicing gate resembles that of a venturi tube, and can be determined by an iterative integration of the differential equations. The result forms an important link in the theory of pulmonary blood flow in zone 2 condition.

  11. Proposal of a sluice-type fish pass

    Directory of Open Access Journals (Sweden)

    Matthias A. Haselbauer

    Full Text Available One-dimensional design of fish passes often leads to an unsatisfying solution. The problems are due to insufficient, if not completely missing, collaboration between biologists and civil engineers. In the present paper, a new type of fish pass is presented. A labyrinth flux develops in a system of sequential sluices and baffles in between, which uncouple the supercritical flow of the single sluices. A series of biological, hydraulic and numerical experiments was carried out in order to investigate the optimum configuration in terms of geometric issues, regarding the biological needs and performances of organisms to be transported. Following this optimization, fish can control the prevailing flow conditions quite well. Because the air entrainment into the water is avoided, fish perception is not affected. A geometric extension regarding the needs of small fish, bottom fish, and macrozoobenthos decreases the selectivity and predation pressure on them.

  12. Hydraulic Jump and Energy Dissipation with Sluice Gate

    Directory of Open Access Journals (Sweden)

    Youngkyu Kim

    2015-09-01

    Full Text Available Movable weirs have been developed to address the weaknesses of conventional fixed weirs. However, the structures for riverbed protection downstream of movable weirs are designed using the criteria of fixed weirs in most cases, and these applications cause problems, such as scour and deformation of structures, due to misunderstanding the difference between different types of structures. In this study, a hydraulic experiment was conducted to examine weir type-specific hydraulic phenomena, compare hydraulic jumps and downstream flow characteristics according to different weir types, and analyze hydraulic characteristics, such as changes in water levels, velocities and energy. Additionally, to control the flow generated by a sluice gate, energy dissipators were examined herein for their effectiveness in relation to different installation locations and heights. As a result, it was found that although sluice gates generated hydraulic jumps similar to those of fixed weirs, their downstream supercritical flow increased to eventually elongate the overall hydraulic jumps. In energy dissipator installation, installation heights were found to be sensitive to energy dissipation. The most effective energy dissipator height was 10% of the downstream free surface water depth in this experiment. Based on these findings, it seems desirable to use energy dissipators to reduce energy, as such dissipators were found to be effective in reducing hydraulic jumps and protecting the riverbed under sluice gates.

  13. Study of hydrodynamic model in sluice controlled river networks

    Science.gov (United States)

    Li, Yan; Zeng, Fantang

    2010-05-01

    Shiqi river network ,is situated in the Zhongshan city of Guangdong province in the P.R.China. The river network covers approximately 702.55km2 ,with a total river length of over 500km and extending over 34km from north to south and over 46km from east to west. The river network overlaps with the most densely populated and economically developed region in the Pear River Delta Economic Zone. In 2008 the region had a population of 1 846.9 thousands And a GDP of more than 8 2500 million RMB. All branches of the river network are encircled by the main rivers of Pear River Delta(PRD) network. With the economic and social development, all natural connections with the external rivers are controlled by the sluices, water body exchanges between the Shiqi river network and external rivers are significantly changed by human activities. The overall objective the research is to develop a tool for the local Environmental Protection Bureau to Understand and quantify the impact of the artificial construction on the hydrological cycle. The developed model can accurate representation of the water levels and flows in the study area, to allow accurate representation of the transport of pollutants. The river network topography is derived directly from the available database. Only the "major" rivers were included in the model, because cross-section data for the "minor" rivers are currently not available. In general, the 1D hydrodynamic model is provided with flow boundary conditions ("Q") at its upstream boundaries and with water level boundary conditions ("z") at its downstream boundaries. For all boundaries of Shiqi river network, there are no flow records available, all records are water level. To reflect the hydrodynamic process accurately, the author developed a new methods to set the hydrodynamic model's boundary. For each boundary, the boundary condition is "Z" when the sluice is open, and the boundary condition is "Q" while it is closed. The open or close condition is identified

  14. Innovative technology summary report: Confined sluicing end effector

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-09-01

    A Confined Sluicing End-Effector (CSEE) was field tested during the summer of 1997 in Tank W-3, one of the Gunite and Associated Tanks (GAAT) at the Oak Ridge Reservation (ORR). It should be noted that the specific device used at the Oak Ridge Reservation demonstration was the Sludge Retrieval End-Effector (SREE), although in common usage it is referred to as the CSEE. Deployed by the Modified Light-Duty Utility Arm (MLDUA) and the Houdini remotely operated vehicle (ROV), the CSEE was used to mobilize and retrieve waste from the tank. After removing the waste, the CSEE was used to scarify the gunite walls of Tank W-3, removing approximately 0.1 in of material. The CSEE uses three rotating water-jets to direct a short-range pressurized jet of water to effectively mobilize the waste. Simultaneously, the water and dislodged tank waste, or scarified materials, are aspirated using a water-jet pump-driven conveyance system. The material is then pumped outside of the tank, where it can be stored for treatment. The technology, its performance, uses, cost, and regulatory issues are discussed.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

  16. Effect of Riffle Height and Spacing of a Sluice Board on Placer Gold ...

    African Journals Online (AJOL)

    Michael

    17, No. 1, June, 2017. Effect of Riffle Height and Spacing of a Sluice Board on Placer. Gold Recovery*. 1George Agyei and 1J. Gordon. 1University of Mines and Technology, P.O. Box 237, Tarkwa, Ghana. Agyei, G., and J. ..... or iron cross with.

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

    Directory of Open Access Journals (Sweden)

    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

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

    Institute of Scientific and Technical Information of China (English)

    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.

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

    Science.gov (United States)

    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

  20. Double scouring by turbulent jets downstream of a submerged sluice gate

    CERN Document Server

    Bove, I; Gutiérreza, N; Gutiérreza, V; Sarasúa, L G

    2013-01-01

    In this work we study the scour produced by a jet downstream of a submerged sluice gate on a sediment bed of non-cohesive particles. The experiments were performed for various values of sill heights and {\\deg}uid depths. New regimes were observed in which two holes are simultaneously developed. We identify the origins of the two holes and show that they are produced by different scouring mechanisms. The dependence of the position of the holes with the approach {\\deg}uid depth and the gate opening were studied and expressed in terms of adequate non-dimensional numbers.

  1. Application of the GeoStudio to Sluice Seepage Calculation%GeoStudio 在水闸渗流计算中的应用

    Institute of Scientific and Technical Information of China (English)

    李飞

    2014-01-01

    The FEM software of GeoStudio is adopted to calculate the sluice seepage , and to compare with the results from refined resistance coefficient which is recommended by design specification for sluice .It is shown that the GeoStudio can be used to calcu-late sluice seepage accurately , and convenience can be bring for the seepage problem in design and safety appraisal of sluice .%采用GeoStudio有限元软件对水闸渗流进行计算,并与规范推荐的改进阻力系数法计算结果进行比较分析,表明GeoStudio可以方便准确地应用于求解水闸渗流问题,可为水闸设计及安全鉴定中渗流问题的计算提供便利。

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

    Energy Technology Data Exchange (ETDEWEB)

    Frémion, Franck; Courtin-Nomade, Alexandra [Groupement de Recherche Eau Sol Environnement, Université de Limoges, 123 avenue Albert Thomas, 87060 Limoges Cedex (France); Bordas, François, E-mail: francois.bordas@unilim.fr [Groupement de Recherche Eau Sol Environnement, Université de Limoges, 123 avenue Albert Thomas, 87060 Limoges Cedex (France); Lenain, Jean-François [Groupement de Recherche Eau Sol Environnement, Université de Limoges, 123 avenue Albert Thomas, 87060 Limoges Cedex (France); Jugé, Philippe [CETU – ELMIS Ingénieries, Université François Rabelais, , 60 Rue du Plat d' Étain, 37000 Tours (France); Kestens, Tim [EDF – DPIH, Unité de Production Centre, 19 bis avenue de la Révolution, BP 406, 87012 Limoges Cedex (France); Mourier, Brice [Groupement de Recherche Eau Sol Environnement, Université de Limoges, 123 avenue Albert Thomas, 87060 Limoges Cedex (France)

    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 (4,500 tons dry weight in 24 h), 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 (≤ 1.3 g·L{sup −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

  3. Experimental Validation of Volume of Fluid Method for a Sluice Gate Flow

    Directory of Open Access Journals (Sweden)

    A. A. Oner

    2012-01-01

    Full Text Available Laboratory experiments are conducted for 2D turbulent free surface flow which interacts with a vertical sluice gate. The velocity field, on the centerline of the channel flow upstream of the gate is measured using the particle image velocimetry technique. The numerical simulation of the same flow is carried out by solving the governing equations, Reynolds-averaged continuity and Navier-Stokes equations, using finite element method. In the numerical solution of the governing equations, the standard k-ε turbulence closure model is used to define the turbulent viscosity. The measured horizontal velocity distribution at the inflow boundary of the solution domain is taken as the boundary condition. The volume of fluid (VOF method is used to determine the flow profile in the channel. Taking into account of the flow characteristics, the computational domain is divided into five subdomains, each having different mesh densities. Three different meshes with five subdomains are employed for the numerical model. A grid convergence analysis indicates that the discretization error in the predicted velocities on the fine mesh remains within 2%. The computational results are compared with the experimental data, and, the most suitable mesh in predicting the velocity field and the flow profile among the three meshes is selected.

  4. Structure modulates similarity-based interference in sluicing: An eye tracking study.

    Directory of Open Access Journals (Sweden)

    Jesse A. Harris

    2015-12-01

    Full Text Available In cue-based content-addressable approaches to memory, a target and its competitors are retrieved in parallel from memory via a fast, associative cue-matching procedure under a severely limited focus of attention. Such a parallel matching procedure could in principle ignore the serial order or hierarchical structure characteristic of linguistic relations. I present an eye tracking while reading experiment that investigates whether the sentential position of a potential antecedent modulates the strength of similarity-based interference, a well-studied effect in which increased similarity in features between a target and its competitors results in slower and less accurate retrieval overall. The manipulation trades on an independently established Locality bias in sluiced structures to associate a wh-remnant (which ones in clausal ellipsis with the most local correlate (some wines, as in The tourists enjoyed some wines, but I don’t know which ones. The findings generally support cue-based parsing models of sentence processing that are subject to similarity-based interference in retrieval, and provide additional support to the growing body of evidence that retrieval is sensitive to both the structural position of a target antecedent and its competitors, and the specificity of retrieval cues.

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

    Energy Technology Data Exchange (ETDEWEB)

    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.

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

    Science.gov (United States)

    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

  7. C-106 tank process ventilation test

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-07-20

    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

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

    Directory of Open Access Journals (Sweden)

    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”.

  9. Design of sluice voice alarm system based on AT89S52 and ISD1760%基于AT89S52和ISD1760的水闸语音报警系统设计

    Institute of Scientific and Technical Information of China (English)

    吴学中; 蔡明星; 吴学文

    2011-01-01

    为避免水闸附近渔船在水闸开闸放水时被上游的水冲走,设计出一种水闸语音报警系统.该系统基于单片机AT89S52和语音芯片ISD1760,在开闸前10分钟,通过系统的通信模块接收远程水闸控制中心发送的指令,判断指令的种类,给予相应的报警提示,同时控制水闸上方的报警指示灯闪亮,通知水闸附近的船只迅速撤离到安全水域.在巢湖市裕溪水闸实际应用中,该系统能够稳定地工作,有效地减少了水闸附近渔船发生危险的事故数,达到了避免不必要的伤亡和损失的要求.%In order to avoid the hazardous situation that when opening the sluice some fishing boats downstream would be washed away, this paper designed a kind of voice alarm system. This system is based on AT89S52 SCM and ISD1760, 10 minutes before opening the sluice, the system received alarm instructions through the control center of the remote sluice,determined the type of instructions, then played corresponding alarm prompts. At the same moment, the system controlled the alarm indicator light which was placed at the top of the sluice flashing so that fishing vessels near the sluice could evacuate to safer waters quickly. The application results using in Yu-xi sluice show that the alarm system can work reliably and stably, it effectively reduces the number of accidents of fishing vessels nearby the sluice, and meets the requirements of avoiding unnecessary casualties and losses.

  10. Foundation Reinforcement of A Sluice in Soft Soil Area%软土地区某水闸基础加固研究

    Institute of Scientific and Technical Information of China (English)

    方大勇; 杜秀忠; 杨光华; 李川; 孙昌利; 王飞

    2015-01-01

    某水闸存在深厚软土层, 地基处理采用水泥搅拌桩复合地基, 检测时发现部分区域搅拌桩存在质量问题, 下部不成桩. 通过计算分析和综合考虑, 设计采用静压预应力管桩进行基础加固. 施工前进行了试桩和静载试验, 并根据试验结果采用泡沫垫层等对加固方案进行了调整. 通过监测资料可知, 加固区的沉降与计算沉降基本一致, 和非加固区的沉降协调较好, 很好地达到了预期的加固效果, 对用管桩加固软基水闸基础有很好的参考价值.%A sluice is located in the thick soft soil layer, and the foundation of the sluice is treated with mixing piles.It is found that the pile can not form in the detection of stake-base.The method of strengthening foundation using pressed-in piped piles has been taken into account when designing and analyzing.The method has been added foam cushion after getting the experimental parameters by testing pile and static test.The measuring settlement of reinforce area is close to the calculation by comparing monitoring data.The deformation compatibility condition between reinforce area and non-reinforce area are well.The expected good result is reached, and it has a good reference value on similar projects.

  11. 泄洪闸三维流态CFD优化分析%Simulation and optimization of three-dimensional fluid flow in flood sluice by CFD method

    Institute of Scientific and Technical Information of China (English)

    郭园; 程永光; 李国栋

    2012-01-01

    The flood sluice flow has great influence on the safety of a hydraulic project. The sluice flow patterns ot a specific project are simulated and analyzed by the computational fluid dynamics (CFD). First, the numerical model and simulating approach are given. Second, the characteristics of discharge capacity, water surface profile, pressure distributions, flow rates, and other flow parameters are analyzed by CFD results, along with some model experimental data. Third, the causes of poor flow conditions are clarified. Finally, the measures for eliminating the vortex and flow separation by increasing the side wall arc and the orifice section are proposed; their effects are validated by comparative analysis of three schemes. And the best discharge capacity, the inlet flow pattern and the tank vent flow pattern, pressure and velocity distribution are obtained.%采用最新CFD方法对具体工程泄洪闸水流流态进行模拟分析.先给出了数学模型和计算方法;然后结合模型实验成果,用CFD详细分析了泄流能力与水面线、压力、流速等流场参数的规律性,弄清了不良流态的原因;进而提出加大侧墙弧度以消除吸气漩涡及加大孔口断面避免脱流的措施,通过3个方案对比分析验证了其效果,并得出最佳方案的泄流能力、进水口流态及泄槽内流态、压力和速度的分布规律.

  12. Project W-320 high vacuum 241-AY-102 annulus ventilation system operability test report

    Energy Technology Data Exchange (ETDEWEB)

    Bailey, J.W.

    1998-03-12

    This report documents the test results of OTP-320-001, Tank 241-AY-102 Annulus Ventilation System Testing. Included in the appendices are: (1) Supporting documentation prepared to demonstrate the structural integrity of the tank at high annulus vacuum (<20 INWG), and (2) a report that identifies potential cross connections between the primary and annulus ventilation systems. These cross connections were verified to be eliminated prior to the start of testing.

  13. 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

    Institute of Scientific and Technical Information of China (English)

    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.

  14. 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

    Institute of Scientific and Technical Information of China (English)

    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

  15. The hydrologic-environmental effects of dams and sluices and the assessment frameworks%闸坝的水文水环境效应及其量化方法探讨

    Institute of Scientific and Technical Information of China (English)

    张永勇; 夏军; 翟晓燕

    2013-01-01

    How to resolve the conflicting relationship between basin development and the protection of ecological environment, and to provide an objective assessment of the effects of dams and sluices on the environment, have become one of pressing scientific challenges and a new task of great significance. From the perspective of the natural characteristics of rivers, this paper explores the theories, key topics, and methodologies for the analysis of hydrological and environmental effects of dams and sluices, i.e., quantity and quality of waters, and proposes a quantitative framework to study and simulate water cycle at the river basin scale. As a case study in Huai river basin, one of the areas with most water projects and most polluted water, this paper presents a preliminary analysis of the effects of dams and sluices on the hydrological environment of the area. This study provides a theoretical basis for the management of water resources and control of water pollutions in the areas of dam-sluice regulated river basins, and contributes to the strategies for comprehensive management of river basins and for sustainable socio-economical development of the country.%如何正确处理流域开发与生态环境保护的关系,客观评价闸坝对生态环境的影响,是我国流域管理中亟待解决的科学问题之一.本文从河流的自然特性入手,剖析了闸坝修建和调控引起的水文水环境效应,探讨了闸坝对河流水量水质影响评价的理论基础、关键内容和技术手段等,提出了基于流域水循环过程认识和模拟的闸坝效应量化体系和分析方法;并以我国水利工程最密集、污染最严重的淮河流域为例,初步探索了流域闸坝的水文水环境效应.研究可为多闸坝调控流域水资源开发利用和水污染治理提供理论支持,为实现流域综合管理及社会经济可持续发展作出贡献.

  16. 洛阳水闸加固工程导流围堰方案优化与施工%Scheme optimization and construction of river diversion cofferdam for Luoyang Sluice Reinforcement Project

    Institute of Scientific and Technical Information of China (English)

    黄素清

    2016-01-01

    针对泉州市洛阳水闸除险加固工程原导流围堰设计方案存在的问题,通过优化,上游采用充灌砂袋围堰,创造干地施工条件,彻底修复了洛阳水闸工程水平与垂直防渗设施,与原设计导流方案比较,施工质量、工期及防洪度汛得到保障,且降低工程造价,确保了水闸除险加固效果。%In view of the problem existing in the original diversion cofferdam design scheme of Luoyang Sluice Rein⁃forcement Project,design optimization was conducted. Upstream cofferdam was constructed with filling sand bags, so as to create dry construction condition for the the horizontal and vertical anti-seepage facilities of Luoyang sluice to be thoroughly repaired. Compared with the original diversion scheme,the optimized scheme guaranteed the con⁃struction quality and period as well as flood prevention at less cost.

  17. 黄河河口平原多闸坝河道水流数学模型%Mathematical model of flow in rivers with multiple sluices and dams in plain area in Yellow River Estuary

    Institute of Scientific and Technical Information of China (English)

    陈学群; 李福林; 张瑞青; 刘健

    2012-01-01

    针对黄河下游河口平原区河流的特点,在充分考虑多闸坝及潮汐作用的影响下,采用MIKE 11软件构建多闸坝河道水动力模型,同时利用实测资料进行参数率定及模型检验.结果表明:广利河河网下游水位变化趋势受上游来水流量的变化趋势影响较大,水流状况受人工调控明显;大部分典型断面的模拟结果较好,所确定的参数基本可以反映河道及流域特征.模型可以为下一步进行水量水质耦合模拟及河网库群与闸坝调度方案研究提供较为准确的水动力条件.%Based on the characteristics of the rivers in estuarine plain downstream of the Yellow River, the MIKE11 software was used to build the hydrodynamic model for rivers with multiple sluices and dams with consideration of the influences of multiple sluices and dams, and tides. The observed data were used to calibrate and verify the model. The results show that the trend of the water level downstream of the Guangli River was significantly influenced by the inflow from upstream, and the flow was obviously affected by artificial regulation. The simulation results for most of the typical cross sections were good, and the determined parameters for the most part reflected the characteristics of the rivers and basins. The model can provide an accurate hydrodynamic basis for further research on coupled simulation of water quantity and quality and the scheme for regulating reservoirs and sluices and dams in river networks.

  18. 河闸除险加固工程右岸翼墙振冲碎石桩试桩探讨%Discussion on Vibroflotation Stone Column Test Pile of Will Wall on Right Bank of River Sluice Reinforcement Engineering

    Institute of Scientific and Technical Information of China (English)

    董湃

    2015-01-01

    Shuangtaizi river sluice is an important component of the flood control system on Liao River downstream,playing vital roles for the development and construction of Panjin City, and obtaining obvious social and economic benefits.The main construction parts of vibroflotation tone column are the foundation of shallow hole gate chamber,foundation of will walls on left and right banks,foundation of water pumping station and foundation of management and running center.This paper describes the purpose of vibroflotation stone column test pile of the will wall on the right bank of Shuangtaizi river sluice reinforcement engineering,conformation of test pile parameters,test pile scope and quantity of test pile method and test pile construction.%双台子河闸是辽河下游防洪体系的重要组成部分,为盘锦市的开发建设发挥了极其重要的作用,并取得了明显的社会效益和经济效益。振冲碎石桩主要施工部位为浅孔闸闸室基础、左右岸翼墙基础、提水泵站基础及调度管理中心基础。文章对双台子河闸除险加固工程右岸翼墙振冲碎石试桩的目的、试桩的参数确定及试桩的方法中的试桩范围和数量、试桩施工进行了阐述。

  19. The Application and Design of High Pressure Jet Grouting Pile in the Sluice Foundation Treatment of Both Sides of Qiantang River%高压旋喷桩在钱塘江两岸水闸地基处理中的应用设计

    Institute of Scientific and Technical Information of China (English)

    王立新

    2013-01-01

      Along with the use of sluice operation, it exposed the defects of the tidal gate: the uneven settlement between each part of the sluice is serious. According to the investigation and analysis of risks, the main reason of the situation formation is that the sluice foundation is washed away by the tide. High pressure jet grouting pile can be used not only as the foundation reinforcement of existing buildings and new buildings, but also can be used as a temporary measure in construction (such as retaining soil and water, waterproof of deep foundation pit side etc. ), especially as the best way of the sluice foundation reinforcement of both sides of Qiantang River. The use of high pressure jet grouting pile technology in sluice foundation treatment has achieved satisfying results.%  随着水闸的运行使用,暴露出一个这一带挡潮闸的通病:水闸各段各部位之间不均匀沉降严重。根据险情调查分析,出现该状况的主要原因是潮水对水闸地基的冲刷所致。高压旋喷桩不仅可作为既有建筑和新建建筑的地基加固之用,也可作为施工中的临时措施(如深基坑侧壁挡土或挡水、防水帷幕等),尤其是目前钱塘江两岸水闸的地基加固、防渗处理的最佳方法。目前在该地区相关水闸地基处理中采用高压旋喷桩技术,取得了令人较满意的结果。

  20. Anti-freezing System's Status and Improvement of Sluice Gate in Huangbizhuang Reservoir%黄壁庄水库闸门防冻系统的状况及改进

    Institute of Scientific and Technical Information of China (English)

    郭文宇

    2013-01-01

    Itcombinedwiththeoperationpracticecomparedthreekindsofanti-freezingmeasures(diggingiceditch,anti-freezingsystemofsub-mersible pump, and anti-freezing system of air compressor) of the sluice gate in winter. It puts forward the improvement measures and practica-bility of anti-freezing system of submersible pump in Huangbizhuang reservoir, and puts forward some ideas for the further improvement.%结合黄壁庄水库冬季闸门运行实践,对闸门的三种防冰冻措施(开凿冰沟、潜水泵防冰冻系统、压缩空气泡防冰冻系统)进行了比较。结合潜水泵式防冰冻系统在黄壁庄水库的应用实践,提出了此系统对于北方水库的实用性改进措施,并根据实际应用中积累的经验提出了进一步的改进设想。

  1. 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

    Institute of Scientific and Technical Information of China (English)

    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.

  2. 王希鲁节制闸钢筋混凝土底板施工中的温度与浇筑时间控制%Wang Xi Lu Sluice Floor Construction of Reinforced Concrete Pouring Time and Temperature Control

    Institute of Scientific and Technical Information of China (English)

    刘洁

    2012-01-01

    Wangxilu sluice minimum thickness reinforced concrete floor 1.5 m,the amount of time pouring concrete works 525 m3,it is a large volume of concrete.To ensure that the gate does not produce concrete floor construction cold joints and cracks in the temperature,the construction of the temperature and pouring time were strictly controlled to obtain good construction results.%王希鲁节制闸钢筋混凝土底板最小厚度1.5 m,一次浇筑混凝土工程量525 m3,属大体积混凝土。为确保闸底板混凝土不产生施工冷缝和温度裂缝,施工中对温度和浇筑时间进行了严格控制,取得了较好的施工效果。

  3. 建闸背景下的中小型入海河流河口治理——以盐城海岸为例%Improvement of Small and Medium-sized Estuaries with Tidal Sluices:A Case Study in Yancheng Coast

    Institute of Scientific and Technical Information of China (English)

    陆体成; 李明亮; 陈景东; 杨磊; 龚绪龙; 陆立寅

    2015-01-01

    中小型入海河流数量众多,每年输运大量沉积物、营养盐与污染物入海,会对河口海岸地区的地貌演化、自然资源开发与生态系统平衡产生重要影响. 在入海河口建闸,改变原有的物质输运格局,将产生一系列需要治理的河口问题,如河口淤积、污染、生态系统退化等. 以盐城海岸主要入海河口为例,分析了建闸河口的主要特征,提出了建闸河口可持续治理概念与对策措施,以确保河口地区经济社会可持续发展.%There are a lot of small and medium-sized estuaries, and they transport giant sediments, nutritive salts and pollutants into the ocean, which could cause great impact on the geomorphology evolution, natural resources exploitation and the balance of ecosystem.Building tidal sluices at the estuaries could change the original sediment transport patterns, resulting in a series of estuary problems, for example, estuary siltation, pollution and degeneration of ecological system.Taking main estuaries of Yancheng coast for instance, the characteristics of estuaries with tidal sluices were analyzed, and the concept of sustainable improvement and corresponding countermeasures were proposed, in order to ensure the sustainable economic and social development of the estuary areas.

  4. 惠州东江水利枢纽工程闸坝振冲碎石桩复合地基载荷试验分析%Analysis of Static Load Test on Composite Foundation with Vibro Replacement Stone Column of Sluice Dam of the East River Hydro-Junction Project in Huizhou

    Institute of Scientific and Technical Information of China (English)

    潘亨永; 李秋萍

    2016-01-01

    The sluice dam foundation composed with sand and gravel of the East River Hydro-Junction Project in Huizhou is treated by vibro replacement stone column and obvious economic effect is achieved .The characteristic value of bearing capacity and deformation modulus of the composite foundation are obtained by static load test to provide a basis for engi -neering design .The static load test shows that the characteristic value of bearing capacity of the composite foundation is 300 kPa meeting design requirements .In the paper ,the static load test results are analyzed for similar project reference .%惠州东江水利枢纽工程闸坝砂砾卵石地基采用振冲碎石桩加固处理,取得了较好的经济效益。对振冲碎石桩复合地基承载力采用载荷试验检测,得出复合地基承载力特征值,并计算出变形模量,为工程设计提供了可靠依据。试验表明:振冲碎石桩复合地基的承载力特征值为300 kPa,满足设计要求。就复合地基静载荷试验检测结果进行分析,为同类工程试验检测分析提供了参考。

  5. Engineering study for ISSTRS design concept

    Energy Technology Data Exchange (ETDEWEB)

    Hertzel, J.S.

    1997-01-31

    Los Alamos Technical Associates, Inc., is pleased to transmit the attached Conceptual Design Package for the Initial Single Shell Tank Retrieval System (ISSTRS), 90% Conceptual Design Review. The package includes the following: (1) ISSTRS Trade Studies: (a) Retrieval Facility Cooling Requirements; (b) Equipment Re-usability between Project W-320 and Tanks 241-C-103 and 241-C-1 05; (c) Sluice Line Options; and (d) Options for the Location of Tanks AX-103 and A-1 02 HVAC Equipment; (2) Drawings; (3) Risk Management Plan; (4) 0850 Interface Control Document; (5) Requirements Traceability Report; and (6) Project Design Specification.

  6. DOE UST interim subsurface barrier technologies workshop

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1992-09-01

    This document contains information which was presented at a workshop regarding interim subsurface barrier technologies that could be used for underground storage tanks, particularly the tank 241-C-106 at the Hanford Reservation.

  7. Operational test report for the AY-102 Enraf densitometer control and acquisition system

    Energy Technology Data Exchange (ETDEWEB)

    Huber, J.H.

    1998-07-23

    On June 2 through June 10, 1998, the AY-102 Tank Densitometer Control and Acquisition System was operationally tested per OTP-320-01 O Revision A-O. The test was performed at the Department of Energy`s Hanford Site, 200 East Area, 241-AY Tank Farm. The test validated the functionality of the Enraf 854 ATG Densitometer Gauge and Enraf Control Panel software for use by project W-320, Waste Retrieval Sluicing System (WRSS). The purpose of the test procedure was two fold: (1) to verify the functionality of the Enraf 854 ATG as a Densitometer and (2) to verify the functionality of the Enraf Control Panel Software density acquisition routines. The densitometer was previously acceptance tested per HNF-SD-WM-ATP-077. The software was previously acceptance tested per HNF-1991.

  8. Providing Longitudinal Connection In Case Of Cross Sluicing On Water Bodies In Banat Hydrographic Area

    Directory of Open Access Journals (Sweden)

    Hoancă Diana

    2014-10-01

    Full Text Available On Banat Hydrographic Area level, there are a series of works which put hydrological pressures on bodies of water: accumulations, damming, water diversions, regulations, shore protection, etc. These works were created in order to ensure water demand, defend against floods, regulate discharges, and combat humidity excess. Speaking justly, they have an important socioeconomic role. Among the negative effects of longitudinal connection interruption of water bodies we can mention, the risk of not achieving the positive ecological potential of water bodies in accordance with the Water Framework Directive, the reduction of the aquatic biodiversity, the reduction or even extinction of certain aquatic species and the alteration of the flow process. Because the negative effects of the hydromorphological alterations, especially those due to the interruption of the longitudinal connection, have a significant impact on the aquatic biodiversity. At Banat Hydrographic Area level, a series of measures, have been identified for the rehabilitation of the affected water courses: the removal of the hydrotechnical constructions from the water body if they have lost their functional features, building of passages for the migration of the ichthyofauna, reconnecting of the affluents and the disconnected arms as well as other measures intended to bring things back to their natural state. The implementation of these measures is made according to the importance and the extent of their positive impact as opposed to the negative effect that might occur as a consequence of their application. Analyzing the measures aforementioned and taking into consideration the characteristics of the hydromorphological pressures on water bodies in Banat Hydrographic Area, a number of measures regarding control are supplied in this paper.

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

    Energy Technology Data Exchange (ETDEWEB)

    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)

  10. Dlja kompanii "Bega" ne nuzhen shljus v Jevrosojuz! = BEGA does not need any sluice to the EU / Aloizas Kuzmarskis

    Index Scriptorium Estoniae

    Kuzmarskis, Aloizas

    2004-01-01

    Leedu stividorettevõtte "Bega" juht Aloizas Kuzmarskis ettevõtte asutamisest, terminali ehitamisest koostöös Klaipeda meresadamaga, kaupade lastimise mahtudest, kvaliteedisertifikaatide omandamisest ja Euroopa Liiduga liitumise mõjudest sadamateenustele

  11. Dlja kompanii "Bega" ne nuzhen shljus v Jevrosojuz! = BEGA does not need any sluice to the EU / Aloizas Kuzmarskis

    Index Scriptorium Estoniae

    Kuzmarskis, Aloizas

    2004-01-01

    Leedu stividorettevõtte "Bega" juht Aloizas Kuzmarskis ettevõtte asutamisest, terminali ehitamisest koostöös Klaipeda meresadamaga, kaupade lastimise mahtudest, kvaliteedisertifikaatide omandamisest ja Euroopa Liiduga liitumise mõjudest sadamateenustele

  12. Development and Deployment of the Extended Reach Sluicing System (ERSS) for Retrieval of Hanford Single Shell Tank Waste. Draft

    Energy Technology Data Exchange (ETDEWEB)

    Bauer, Roger E.; Figley, Reed R.; Innes, A. G.

    2013-11-11

    A history of the evolution and the design development of Extended Reach Sluicer System (ERSS) is presented. Several challenges are described that had to be overcome to create a machine that went beyond the capabilities of prior generation sluicers to mobilize waste in Single Shell Tanks for pumping into Double Shell Tank receiver tanks. Off-the-shelf technology and traditional hydraulic fluid power systems were combined with the custom-engineered components to create the additional functionality of the ERSS, while still enabling it to fit within very tight entry envelope into the SST. Problems and challenges inevitably were encountered and overcome in ways that enhance the state of the art of fluid power applications in such constrained environments. Future enhancements to the ERSS design are explored for retrieval of tanks with different dimensions and internal obstacles.

  13. Development and Deployment of the Extended Reach Sluicing System (ERSS) for Retrieval of Hanford Single Shell Tank Waste. Draft

    Energy Technology Data Exchange (ETDEWEB)

    Bauer, Roger E.; Figley, Reed R.; Innes, A. G.

    2013-11-11

    A history of the evolution and the design development of Extended Reach Sluicer System (ERSS) is presented. Several challenges are described that had to be overcome to create a machine that went beyond the capabilities of prior generation sluicers to mobilize waste in Single Shell Tanks for pumping into Double Shell Tank receiver tanks. Off-the-shelf technology and traditional hydraulic fluid power systems were combined with the custom-engineered components to create the additional functionality of the ERSS, while still enabling it to fit within very tight entry envelope into the SST. Problems and challenges inevitably were encountered and overcome in ways that enhance the state of the art of fluid power applications in such constrained environments. Future enhancements to the ERSS design are explored for retrieval of tanks with different dimensions and internal obstacles.

  14. 浅析潮汐区船闸的防咸措施%The brief analysis littoral sluice guards against salty measure

    Institute of Scientific and Technical Information of China (English)

    陈祎; 褚明生

    2007-01-01

    从潮汐区船闸需要采取防咸措施的原因入手,比较系统地论述、分析了几种船闸防咸措施的工作原理和特点,并对不同防咸措施的适用范围和船闸防咸措施的选取做了探讨.

  15. 废旧轮胎在闸下消能防冲中的应用%Application of scrap tires in energy dissipation and erosion control under sluice

    Institute of Scientific and Technical Information of China (English)

    牟献友; 文恒

    2007-01-01

    为实现增加糙率降低近底流速的目的,用废旧轮胎制作海漫表面的加糙体.通过室内水工模型试验,对加糙轮胎的数量、布置形式、相对糙度等影响因素进行比较研究,得到利用废旧轮胎进行海漫加糙的最佳方案.试验结果表明,用废旧轮胎加糙可使近底流速降低50%.经现场原型试验,利用废旧轮胎加糙,闸下冲坑深度平均减少75.7%,冲坑面积减少19.3%,减冲效果明显.应用表明,利用废旧轮胎加糙减冲是切实可行的.

  16. 浅谈板桥河闸扩建工程施工扬尘控制%Brief discussion on construction dust control in Banqiaohe sluice extension project

    Institute of Scientific and Technical Information of China (English)

    仇宁; 童建华; 朱留芳

    2016-01-01

    Dust of construction site has become one of the important sources of atmospheric pollution, which is the"uppermost priority"of civilization construction management. Strengthening process management and control of easy to dust work, strict implementation of relevant laws and regulations, full implementation of the construction site management, dust prevention and control of the measures should be taken. For constantly improving the control of the construction dust, we should carry out the dust pollution treatment, actively introduce new techniques, new technology, optimize the construction plan, improve the construction organization and management.%建设工程施工扬尘已成为大气污染的重要污染源之一,是建设工程现场文明施工管理的“重中之重”。本文对施工中易扬尘作业加强过程管控,严格执行相关法规,全面落实施工现场管理和施工扬尘防控方面的各项规定和措施,有针对性地开展扬尘污染整治,积极引入新工艺、新技术,优化施工方案,提高施工组织管理水平,不断提高对施工扬尘的控制。

  17. ERS, AY-farm electrical distribution

    Energy Technology Data Exchange (ETDEWEB)

    Symons, G.A.

    1996-09-19

    This Acceptance Test Procedure (ATP) has been prepared to demonstrate that the AY-Farm Electrical Distribution; in the Equipment Removal System portion of Project W-320, functions as required by the design criteria.

  18. 深层搅拌法在水闸软基处理中的设计应用%Deep Mixing Method in Soft Foundation Treatment of Sluice Design Application

    Institute of Scientific and Technical Information of China (English)

    贾艳霞; 王秋红

    2013-01-01

    Deepmixingmethodisakindofsoilcementmixingmethodsuitableforsoftfoundationtreatment,whichhastheadvantagesofgood effect reinforcement, flexibility, wideapplication, fastconstructionspeed, makingfulluseofthesoftsoilandlowcost. Throughtheengineer-ing examples, the paper introduces in detail the design process of the deep mixing method in soft foundation of water gate processing and verifies the results, which shows that the application of deep mixing method in foundation treatment is reasonable and feasible.%深层搅拌法是水泥土搅拌法的一种,适宜进行软基处理,具有加固效果好、方式灵活、适用面广,施工速度快,可充分利用原软土,造价较低等优点。通过工程实例,详细介绍了深层搅拌法在水闸软基处理中的设计过程,并对其结果进行了验证,说明了该工程应用深层搅拌法处理地基合理、可行。

  19. 水库蓄水前虫媒及自然疫源性疾病监测分析%Survey on entomoplilies and Zoonosis-borne diseases before sluicing in Three Gorges Area

    Institute of Scientific and Technical Information of China (English)

    苏培学; 毛德强; 汪新丽; 陈亚林; 焦艳

    2005-01-01

    目的了解蓄水前库区虫媒及自然疫源性疾病和病媒生物现状.方法在三峡库区库岸3 km内地区监测自然疫源性疾病和虫媒传染病的发病;监测鼠和蚊的种群密度变化.结果 2001~2003年自然疫源性疾病年平均发病率为3.22/10万,各种疾病逐年均成下降趋势;鼠密度平均为3.44%,有食虫目小兽、褐家鼠、小家鼠、黑线姬鼠、黄胸鼠等鼠种;蚊密度平均为74.59只/(问·人工h),有骚扰阿蚊、致倦库蚊、中华按蚊、三带喙库蚊、淡色库蚊、白蚊伊蚊蚊种.结论库区存在虫媒及自然疫源性疾病发生,随着三峡新库生态环境的变化,虫媒及自然疫源性疾病极有可能上升或暴发,值得高度重视.

  20. Community Structure of the Phytoplankton in the Three Gorges Reservoir after the Third Period of Sluice%三峡水库三期蓄水后浮游植物群落结构特征初步研究

    Institute of Scientific and Technical Information of China (English)

    陈勇; 段辛斌; 刘绍平; 刘明典; 王珂; 陈大庆

    2009-01-01

    于2007年1月、4月、7月、10月,对三期蓄水后三峡库区秭归至江津江段的长江干流和5条支流(乌江、磨刀溪、梅溪河、大宁河、香溪河)的浮游植物进行了为期1年的调查.结果显示:在调查期间,浮游植物共计7门164种,以硅藻和绿藻为主,分别占浮游植物总种类数的48.78% 和31.70%,其它门类共只占19.52%.优势种有美丽星杆藻(Asterionella formsa),尖针杆藻(Synedra acus),颗粒直链藻(Melosira granulata),实球藻(Pandorina morum),铜绿微囊藻(Microcystis aeruginosa),飞燕角甲藻(Ceratium hirundinella)和拟多甲藻(Peridiniopsis sp.).浮游植物种类的季节变化比较明显,种类数以秋季最多(101种),冬季最少(68种).三峡库区浮游植物现存量的周年变化,干流明显比支流小.在干流中以春季最大(平均密度为27.75×104 ind./L,平均生物量为0.88 mg/L),夏季最小(平均密度为6.97×104 ind./L,平均生物量为0.25 mg/L);在支流中以春季最大(平均密度为269.30×104 ind./L,平均生物量为6.75 mg/L),冬季最小(平均密度为48.88×104 ind./L,平均生物量为1.33 mg/L).Shannon-Wiener多样性指数在干流中平均值为1.84,四季中秋季最高,其次为冬季、夏季、春季;在支流中平均值为1.95,四季中夏季最高,其次为冬季、秋季、春季.

  1. Experimental study on mechanism of energy dissipation and erosion control of aprons for sluices%闸下海漫柔性加糙体消能防冲机理试验

    Institute of Scientific and Technical Information of China (English)

    史国庆; 文恒; 牟献友

    2011-01-01

    Based on the laboratory hydraulic model tests, the distribution of three-dimensional velocity after raising the roughness of the aprons by means of scrap tires was measured. The results show that the bottom velocity of water obviously decreases and the average velocity of the whole cross-section is approximately equal. With the increase of the tires, the average turbulence intensity and the additional shear stress and the fluid mixing increase so as to improve the efficiency of energy dissipation.%通过室内水工模型试验,量测了采用废旧轮胎加糙后三维流速的分布.结果表明:加糙后近底流速明显降低,但整个断面的平均流速近似相等;随着轮胎排数的增加,水流紊流强度平均值增大,附加切应力增大,流体质点间相互混掺的情况加剧,从而使消能效率得以提高.

  2. 闸下废旧轮胎消能防冲的三维数值模拟%Three-dimensional numerical simulation of scrap tires in energy dissipation and erosion control under sluice

    Institute of Scientific and Technical Information of China (English)

    史国庆; 文恒

    2015-01-01

    为了进一步揭示闸下应用废旧轮胎消能防冲时的水流形态,采用RNG k-ε湍流模型对加糙后的流场进行模拟计算,并采用流体体积分数法对自由水面进行跟踪,得到流场内的水、气相体积、速度、压力等分布,并与模型试验实测结果进行对比分析.分析结果表明,计算结果与模型试验实测结果吻合较好,说明模型能很好地应用于加糙后的流场模拟计算.

  3. 闸下应用废旧轮胎消能防冲的三维数学模型建立%Formulation of three-dimensional mathematical model of scrap tires in energy dissipation and erosion control under sluice

    Institute of Scientific and Technical Information of China (English)

    史国庆; 文恒

    2016-01-01

    水闸冲刷问题是水利工程中普遍存在的问题,诸多研究人员对该问题进行了系统地研究,研究结果显示使用汽车的废旧轮胎对海漫段增大糙率,可以起到减少冲刷的作用.通过对比分析不同的湍流模型、数值计算方法、网格划分尺度、壁面处理方法,最终采用RNG k-ε湍流模型、PISO算法,将整个流场划分为67.27万网格,选择标准壁面函数对流场进行模拟计算.计算结果与模型试验实测结果吻合较好,说明模型能更好地用于加糙后的流场模拟计算.

  4. Project W-420 Ventilation Stack Monitoring System Year 2000 Compliance Assessment Project Plan

    Energy Technology Data Exchange (ETDEWEB)

    BUSSELL, J.H.

    1999-08-25

    This assessment describes the potential Year 2000 (Y2K) problems and describes the methods for achieving Y2K Compliance for Project W-420, Ventilation Stack Monitoring Systems Upgrades. The purpose of this assessment is to give an overview of the project. This document will not be updated and any dates contained in this document are estimates and may change. The project work scope includes upgrades to ventilation stacks and generic effluent monitoring systems (GEMS) at the 244-A Double Contained Receiver Tank (DCRT), the 244-BX DCRT, the 244-CR Vault, tanks 241-C-105 and 241-C-106, the 244-S DCRT, and the 244-TX DCRT. A detailed description of system dates, functions, interfaces, potential Y2K problems, and date resolutions can not be described since the project is in the definitive design phase, This assessment will describe the methods, protocols, and practices to ensure that equipment and systems do not have Y2K problems.

  5. Toxic chemical considerations for tank farm releases

    Energy Technology Data Exchange (ETDEWEB)

    Van Keuren, J.C.; Davis, J.S., Westinghouse Hanford

    1996-08-01

    This topical report contains technical information used to determine the accident consequences of releases of toxic chemical and gases for the Tank Farm Final Safety Analysis report (FSAR).It does not provide results for specific accident scenarios but does provide information for use in those calculations including chemicals to be considered, chemical concentrations, chemical limits and a method of summing the fractional contributions of each chemical. Tank farm composites evaluated were liquids and solids for double shell tanks, single shell tanks, all solids,all liquids, headspace gases, and 241-C-106 solids. Emergency response planning guidelines (ERPGs) were used as the limits.Where ERPGs were not available for the chemicals of interest, surrogate ERPGs were developed. Revision 2 includes updated sample data, an executive summary, and some editorial revisions.

  6. Experimental Testing Procedures and Dynamic Model Validation for Vanadium Redox Flow Battery Storage System

    DEFF Research Database (Denmark)

    Baccino, Francesco; Marinelli, Mattia; Nørgård, Per Bromand

    2013-01-01

    The paper aims at characterizing the electrochemical and thermal parameters of a 15 kW/320 kWh vanadium redox flow battery (VRB) installed in the SYSLAB test facility of the DTU Risø Campus and experimentally validating the proposed dynamic model realized in Matlab-Simulink. The adopted testing...

  7. Qualification test for the flexible receiver. Revision 2

    Energy Technology Data Exchange (ETDEWEB)

    Tedeschi, D.J.

    1994-12-12

    This document provides the test plan and procedures to certify and design verify the 42{double_prime} and 4{double_prime}-6{double_prime} Flexible Receiver as a safety class 3 system. The Flexible Receiver will be used by projects W-151 and W-320 for removing equipment from tanks C-106 and AZ-101.

  8. ANALYSIS ON INFLUENCING FACTORS OF THE QUALITY OF ARCHIVAL ARRANGEMENT OF SANITARY CLEANING AT THE BOTTOM OF THREE GORGES AREA BEFORE THE THIRD PERIOD OF SLUICING%三峡工程三期蓄水库底卫生清理档案整理质量影响因素分析

    Institute of Scientific and Technical Information of China (English)

    郑代坤; 毛德强

    2008-01-01

    [目的]了解重庆市万州区三峡工程三期蓄水库底卫生清理档案整理质量影响因素,为三峡工程四期库底卫生清理档案整理工作提供参考.[方法]对参与万州区三期库底卫生清理档案整理的51名工作人员所整理的889卷档案进行调查,用描述性流行病学方法对调查结果进行分析.[结果]单因素分析发现影响万州区三期库底卫生清理档案整理质量与工作人员参加培训、是否专职、是否参与现场工作、有无二期工作经验、专业与否等有关,与工作人员的年龄、性别、文化程度关系不大.[结论]专业工作人员参加培训的次数多、专职、有二期工作经验、全程参与现场清理工作的人员整理的档案质量较好,合格率较高.

  9. 三峡工程湖北段二期库区卫生清理及蓄水后人畜共患病监测%Faeces clearance and surveillance of zoonosis-borne diseases in Three Gorges reservoir area before and after the second sluicing in the Three Gorges Project

    Institute of Scientific and Technical Information of China (English)

    张令要; 程均福; 岳木生; 张险峰

    2007-01-01

    目的 探讨三峡库区湖北段卫生清理过程中的经验和问题,掌握蓄水后库区病媒生物和人畜共患病的变化动态,分析蓄水后环境改变对库区人群健康的影响.方法 依据长江三峡库底卫生清理技术规范,统计分析库区内人畜共患病发病情况.结果 卫生清理工作符合国家标准规定要求,顺利通过验收,满足了蓄水的需要;蓄水后库区监测点肾综合征出血热、钩端螺旋体病和流行性乙型脑炎均为散发.结论 三峡库区卫生清理有效地清除了库区污染源,蓄水后库区内未出现病媒生物异常及人畜共患病的流行暴发,至今尚未发现三峡库区蓄水对库区人群健康产生显著影响.

  10. 沿海闸下感潮河口清淤保港射拖挖多功能清淤机的设计%Design of the multi - purposes Silt Cleaning Equipment of Spraying,Dragging and Digging for the Silt cleaning and the Shore Protection in the Tidy River Outlet Down the Sluice

    Institute of Scientific and Technical Information of China (English)

    邵明明; 杨金叙

    2005-01-01

    本文根据沿海闸下感潮河口淤积的特点、成因及清淤保港的设计要求,对多功能清淤机设计中的清淤方法、理论依据、总体构成、关键技术及解决方法等作了重点介绍.

  11. Ghana Mining Journal - Vol 17, No 1 (2017)

    African Journals Online (AJOL)

    Selecting Suitable Sites for Mine Waste Dumps Using GIS Techniques at Goldfields, ... Effect of Riffle Height and Spacing of a Sluice Board on Placer Gold ... Application of Microwave Energy for Production of Iron Nuggets from the Pudo Iron ...

  12. Decision analysis for the selection of tank waste retrieval technology

    Energy Technology Data Exchange (ETDEWEB)

    DAVIS,FREDDIE J.; DEWEESE,GREGORY C.; PICKETT,WILLIAM W.

    2000-03-01

    The objective of this report is to supplement the C-104 Alternatives Generation and Analysis (AGA) by providing a decision analysis for the alternative technologies described therein. The decision analysis used the Multi-Attribute Utility Analysis (MUA) technique. To the extent possible information will come from the AGA. Where data are not available, elicitation of expert opinion or engineering judgment is used and reviewed by the authors of the AGA. A key element of this particular analysis is the consideration of varying perspectives of parties interested in or affected by the decision. The six alternatives discussed are: sluicing; sluicing with vehicle mounted transfer pump; borehole mining; vehicle with attached sluicing nozzle and pump; articulated arm with attached sluicing nozzle; and mechanical dry retrieval. These are evaluated using four attributes, namely: schedule, cost, environmental impact, and safety.

  13. 78 FR 78717 - Reservoirs at Headwaters of the Mississippi River; Use and Administration

    Science.gov (United States)

    2013-12-27

    ... entitlements, grants, user fees, or loan programs or the rights and obligations of recipients thereof; or (4.... (e) Passage of logs and other floating bodies. Logs and other floating bodies may be sluiced or...

  14. Toxic chemical considerations for tank farm releases. Revision 1

    Energy Technology Data Exchange (ETDEWEB)

    Van Keuren, J.C.

    1995-11-01

    This document provides a method of determining the toxicological consequences of accidental releases from Hanford Tank Farms. A determination was made of the most restrictive toxic chemicals that are expected to be present in the tanks. Concentrations were estimated based on the maximum sample data for each analyte in all the tanks in the composite. Composite evaluated were liquids and solids from single shell tanks, double shell tanks, flammable gas watch list tanks, as well as all solids, all liquids, head space gases, and 241-C-106 solids. A sum of fractions of the health effects was computed for each composite for unit releases based emergency response planning guidelines (ERPGs). Where ERPGs were not available for chemical compounds of interest, surrogate guidelines were established. The calculation method in this report can be applied to actual release scenarios by multiplying the sum of fractions by the release rate for continuous releases, or the release amount for puff releases. Risk guidelines are met if the product is less than for equal to one.

  15. Organic Tanks Safety Program: Advanced organic analysis FY 1996 progress report

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-09-01

    Major focus during the first part of FY96 was to evaluate using organic functional group concentrations to screen for energetics. Fourier transform infrared and Raman spectroscopy would be useful screening tools for determining C-H and COO- organic content in tank wastes analyzed in a hot cell. These techniques would be used for identifying tanks of potential safety concern that may require further analysis. Samples from Tanks 241-C-106 and -C-204 were analyzed; the major organic in C-106 was B2EHPA and in C-204 was TBP. Analyses of simulated wastes were also performed for the Waste Aging Studies Task; organics formed as a result of degradation were identified, and the original starting components were monitored quantitatively. Sample analysis is not routine and required considerable methods adaptation and optimization. Several techniques have been evaluated for directly analyzing chelator and chelator fragments in tank wastes: matrix-assisted laser desorption/ionization time-of-flight mass spectrometry and liquid chromatography with ultraviolet detection using Cu complexation. Although not directly funded by the Tanks Safety Program, the success of these techniques have implications for both the Flammable Gas and Organic Tanks Safety Programs.

  16. Computer software configuration description, 241-AY and 241 AZ tank farm MICON automation system

    Energy Technology Data Exchange (ETDEWEB)

    Winkelman, W.D.

    1998-06-11

    This document describes the configuration process, choices and conventions used during the Micon DCS configuration activities, and issues involved in making changes to the configuration. Includes the master listings of the Tag definitions, which should be revised to authorize any changes. Revision 3 provides additional information on the software used to provide communications with the W-320 project and incorporates minor changes to ensure the document alarm setpoint priorities correctly match operational expectations.

  17. [Investigation of the hygienic standard in two hospitals including the control of disinfection (author's transl)].

    Science.gov (United States)

    Pfanzelt, R; Schassan, H H

    1978-08-01

    In two operative departments with different architectural presuppositions, the hygienic standard was checked up. Under favourable conditions in clinic B (Hosch-filter, sluice-systems) the relative frequency of demonstrable bacteria amounted to 55%. In clinic A, where these conditions failed, it amounted to 80%. Among the non pathogenic bacteria DNase-negative staphylococci were demonstrated more frequently than others. 13.4% and 18.9% resp. of the bacteria were DNase-positive staphylococci. We used Clostridium perfringens for detecting invasion-paths of germs. The most important ones are leaky windows, air conditioning and insufficient sluice-systems. The success of desinfection was examined. It fluctuates from 67% to 100%. One control amounted to 42%. The results show, that it is impossible to establish sterile rooms for common operative departments. But they show as well that a satisfying hygienic standard cannot be arrived without sluice-systems and appropriate air conditioning.

  18. Influence of Closing Storm Surge Barrier on Extreme Water Levels and Water Exchange; The Limfjord, Denmark

    DEFF Research Database (Denmark)

    Nørgaard, Jørgen Quvang Harck; Bentzen, Thomas Ruby; Larsen, Torben;

    2014-01-01

    of the fjord. The reduction is obtained by blocking the ingoing flow with a sluice in due time before the storm surge peaks in the North Sea. In order to avoid problems with reduced water quality and salinity, the water exchange should be controlled by only keeping the sluice open for ingoing currents...... the increased risk of flooding in the estuary has revitalized the discussion whether this connection should be closed. In this paper, it is shown by numerical simulation that the establishment of a storm surge barrier across Thyborøn Channel can significantly reduce the peak water levels in the central...

  19. Cold test plan for the Old Hydrofracture Facility tank contents removal project, Oak Ridge National Laboratory, Oak Ridge, Tennessee

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-11-01

    This Old Hydrofracture Facility (OHF) Tanks Contents Removal Project Cold Test Plan describes the activities to be conducted during the cold test of the OHF sluicing and pumping system at the Tank Technology Cold Test Facility (TTCTF). The TTCTF is located at the Robotics and Process Systems Complex at the Oak Ridge National Laboratory (ORNL). The cold test will demonstrate performance of the pumping and sluicing system, fine-tune operating instructions, and train the personnel in the actual work to be performed. After completion of the cold test a Technical Memorandum will be prepared documenting completion of the cold test, and the equipment will be relocated to the OHF site.

  20. Behavioural interactions between prey (trout smolts) and predators (pike and pikeperch) in an impounded river

    DEFF Research Database (Denmark)

    Jepsen, Niels; Pedersen, Susanne; Thorstad, E.

    2000-01-01

    pike (52-72 cm) were tagged. Female pikeperch spent more time near the outlet sluice during the smolt run (May) than at other times of the year, apparently actively hunting the smolts delayed in this area. In contrast, male pikeperch did not seem to participate in the smolt predation but remained...... pikeperch and few female pike have adjusted their behaviour to predation on smolts during the smolt run. The smolt predation in this man-made reservoir is higher than in natural lakes, probably due to the changed physical environment and introduced predators, such as pikeperch. The outlet sluice practice...

  1. Hanford Site Tank 241-C-108 Residual Waste Contaminant Release Models and Supporting Data

    Energy Technology Data Exchange (ETDEWEB)

    Cantrell, Kirk J.; Krupka, Kenneth M.; Geiszler, Keith N.; Arey, Bruce W.; Schaef, Herbert T.

    2010-06-18

    This report presents the results of laboratory characterization, testing, and analysis for a composite sample (designated 20578) of residual waste collected from single-shell tank C-108 during the waste retrieval process after modified sluicing. These studies were completed to characterize concentration and form of contaminant of interest in the residual waste; assess the leachability of contaminants from the solids; and develop release models for contaminants of interest. Because modified sluicing did not achieve 99% removal of the waste, it is expected that additional retrieval processing will take place. As a result, the sample analyzed here is not expected to represent final retrieval sample.

  2. Bench-scale enhanced sludge washing and gravity settling of Hanford Tank C-106 Sludge

    Energy Technology Data Exchange (ETDEWEB)

    Brooks, K.P; Myers, R.L; Rappe, K.G.

    1997-01-01

    This report summarizes the results of a bench-scale sludge pretreatment demonstration of the Hanford baseline flowsheet using liter-quantities of sludge from Hanford Site single-shell tank 241-C-106 (tank C-106). The leached and washed sludge from these tests provided Envelope D material for the contractors supporting Tank Waste Remediation System (TWRS) Privatization. Pretreatment of the sludge included enhanced sludge washing and gravity settling tests and providing scale-up data for both these unit operations. Initial and final solids as well as decanted supernatants from each step of the process were analyzed chemically and radiochemically. The results of this work were compared to those of Lumetta et al. (1996a) who performed a similar experiment with 15 grams of C-106, sludge. A summary of the results are shown in Table S.1. Of the major nonradioactive components, those that were significantly removed with enhanced sludge washing included aluminum (31%), chromium (49%), sodium (57%), and phosphorus (35%). Of the radioactive components, a significant amount of {sup 137}Cs (49%) were removed during the enhanced sludge wash. Only a very small fraction of the remaining radionuclides were removed, including {sup 90}Sr (0.4%) and TRU elements (1.5%). These results are consistent with those of the screening test. All of the supernatants (both individually and as a blend) removed from these washing steps, once vitrified as LLW glasses (at 20 wt% Na{sub 2}O), would be less than NRC Class C in TRU elements and less than NRC Class B in {sup 90}Sr.

  3. The Innovative Structure Solution for Preventing Salt Intrusion and Retaining Freshwater In Mekong Delta VietNam

    NARCIS (Netherlands)

    Hong, S.T.; Vrijling, J.K.; Stive, M.J.F.

    2013-01-01

    In the Mekong Delta Vietnam, the construction of sluices with the purpose of retaining fresh water and preventing salt water intrusion potentially plays a very important role. However, the structures constructed in small rivers according to local or traditional technology revealed many disadvantages

  4. Ghana Mining Journal

    African Journals Online (AJOL)

    The Ghana Mining Journal (GMJ) is a publication which focuses on the exchange of ideas, ... Effect of Riffle Height and Spacing of a Sluice Board on Placer Gold ... Application of Microwave Energy for Production of Iron Nuggets from the Pudo ...

  5. Development of Conceptual Designs for the Prevention of Ice Formation in the Proposed Maple River Aqueduct

    Science.gov (United States)

    2014-09-18

    10 2.3.3 Briare Aqueduct...10 6 Briare Aqueduct (Clair 2006...years Briare Canal, Châtillon-sur- Loire, France 1896 Steel 20 × 7 × 2170 ft 85 ft 40 ft 76 254 Loire River/ Loire to Briare Canals Sluices to

  6. Initial single shell tank retrieval system project system engineering management plan

    Energy Technology Data Exchange (ETDEWEB)

    Krieg, S.A., Westinghouse Hanford

    1996-07-31

    This System Engineering Management Plan (SEMP) describes the Systems Engineering approach that will be used to manage the retrieval of waste from the first single shell tank farm using past practice sluicing techniques. This Project SEMP is used to supplement the requirements of the TWRS SEMP, WHC-SD-WM-SEMP-002.

  7. 78 FR 77112 - FirstEnergy Generation, LLC; Notice of Application Tendered for Filing With the Commission and...

    Science.gov (United States)

    2013-12-20

    ... the 3 penstocks contains a spherical valve near the entrance to each unit. The discharge passage for unit 2 consists of a 15-foot-diameter butterfly valve downstream of unit 2 to allow unit 2 to either... bulkheads and Corp's sluice gates, and refurbish the unit 2 butterfly valve. Other project works...

  8. Sludge mobilization with submerged nozzles in horizontal cylindrical tanks

    Energy Technology Data Exchange (ETDEWEB)

    Hylton, T.D.; Cummins, R.L.; Youngblood, E.L.; Perona, J.J.

    1995-10-01

    The Melton Valley Storage Tanks (MVSTs) and the evaporator service tanks at the Oak Ridge National Laboratory (ORNL) are used for the collection and storage of liquid low-level waste (LLLW). Wastes collected in these tanks are typically acidic when generated and are neutralized with sodium hydroxide to protect the tanks from corrosion; however, the high pH of the solution causes the formation of insoluble compounds that precipitate. These precipitates formed a sludge layer approximately 0.6 to 1.2 m (2 to 4 ft) deep in the bottom of the tanks. The sludge in the MVSTs and the evaporator service tanks will eventually need to be removed from the tanks and treated for final disposal or transferred to another storage facility. The primary options for removing the sludge include single-point sluicing, use of a floating pump, robotic sluicing, and submerged-nozzle sluicing. The objectives of this study were to (1) evaluate the feasibility of submerged-nozzle sluicing in horizontal cylindrical tanks and (2) obtain experimental data to validate the TEMPEST (time-dependent, energy, momentun, pressure, equation solution in three dimensions) computer code.

  9. Operational optimization of a remote controlled hydro electric power plant by micro processors

    Energy Technology Data Exchange (ETDEWEB)

    Dismer, F.; Fruechtenicht, J.

    1985-10-01

    To comply with the demand of an even down-stream discharge of a peak hydro power plant, water must be discharged from the bottom outlet into the balancing basin parallel to the turbine system. A special program was developed, to enable the exact positioning of the bottom drain sluice and to carry out other monitoring tasks. (orig.).

  10. The Innovative Structure Solution for Preventing Salt Intrusion and Retaining Freshwater In Mekong Delta VietNam

    NARCIS (Netherlands)

    Hong, S.T.; Vrijling, J.K.; Stive, M.J.F.

    2013-01-01

    In the Mekong Delta Vietnam, the construction of sluices with the purpose of retaining fresh water and preventing salt water intrusion potentially plays a very important role. However, the structures constructed in small rivers according to local or traditional technology revealed many disadvantages

  11. Hydraulic flow through a channel contraction: multiple steady states

    NARCIS (Netherlands)

    Akers, B.; Bokhove, O.

    2008-01-01

    We have investigated shallow water flows through a channel with a contraction by experimental and theoretical means. The horizontal channel consists of a sluice gate and an upstream channel of constant width $b_0$ ending in a linear contraction of minimum width $b_c$. Experimentally, we observe upst

  12. Hydraulic flow through a contraction: multiple steady states

    NARCIS (Netherlands)

    Akers, B.; Bokhove, O.

    2007-01-01

    We consider shallow water flows through a channel with a contraction by experimental and theoretical means. The horizontal channel consists of a sluice gate and an upstream channel of constant width $b_0$ ending in a linear contraction of minimum width $b_c$. Experimentally, we observe upstream stea

  13. Old hydrofracture facility tanks contents removal action operations plan at the Oak Ridge National Laboratory, Oak Ridge, Tennessee. Volume 1: Text. Volume 2: Checklists and work instructions

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-05-01

    This Operations Plan summarizes the operating activities for transferring contents of five low-level (radioactive) liquid waste storage tanks associated with the Old Hydrofracture Facility (OHF) to the Melton Valley Storage Tanks (MVST) for secure storage. The transfer will be accomplished through sluicing and pumping operations which are designed to pump the slurry in a closed circuit system using a sluicing nozzle to resuspend the sludge. Once resuspended, the slurry will be transferred to the MVST. The report documenting the material transfer will be prepared after transfer of the tank materials has been completed. The OBF tanks contain approximately 52,600 gal (199,000 L) of low-level radioactive waste consisting of both sludge and supernatant. This material is residual from the now-abandoned grout injection operations conducted from 1964 to 1980. Total curie content is approximately 30,000 Ci. A sluicing and pumping system has been specifically designed for the OHF tanks contents transfer operations. This system is remotely operated and incorporates a sluicing nozzle and arm (Borehole Miner) originally designed for use in the mining industry. The Borehole Miner is an in-tank device designed to deliver a high pressure jet spray via an extendable nozzle. In addition to removing the waste from the tanks, the use of this equipment will demonstrate applicability for additional underground storage tank cleaning throughout the U.S. Department of Energy complex. Additional components of the complete sluicing and pumping system consist of a high pressure pumping system for transfer to the MVST, a low pressure pumping system for transfer to the recycle tank, a ventilation system for providing negative pressure on tanks, and instrumentation and control systems for remote operation and monitoring.

  14. Treatment of the liquid phase from the red mud disposal site of the aluminium plant in podgorica

    Directory of Open Access Journals (Sweden)

    Kadović Milena V.

    2004-01-01

    Full Text Available The aim of this paper was to investigate the quality of the liquid phase (water from the red mud disposal site of the Aluminium Plant in Podgorica. Based on theoretical knowledge and experimental results, the water from the red mud disposal site was refined, so that it could sluice in the recipient (Morača River. Refining of the water achieved the following: 1 reduction of environment pollution and 2 reduction of natural water consumption, which contributed to the preservation of a major environmental resource. The technological treatment of water from the disposal site was based on the selection of the optimal reagent for neutralization, separation of the solid products from that process and sluicing of the treated water into the recipient. The results obtained will be useful in the protection of potable well-water located in vicinity, south of the Aluminium Plant in Podgorica.

  15. GATE REGULATION SPEED AND TRANSITION PROCESS OF UNSTEADY FLOW IN CHANNEL

    Institute of Scientific and Technical Information of China (English)

    TAN Guang-ming; DING Zhi-liang; WANG Chang-de; YAO Xiong

    2008-01-01

    The operation methods of channel and the speed of gate regulation have great influence on the transformation of flow in water conveyance channels. Based on characteristics method, a 1-D unsteady flow numerical model for gate regulation was established in this study. The process of water flow was simulated under different boundary conditions. The influence of gate regulation speed and channel operation methods on flow transition process was analyzed. The numerical results show that under the same conditions, with increasing regulation speed of the gate, the change rates of discharge and water level increase, while the response time of channel becomes shorter, and ultimately the discharge and water level will transit to the same equilibrium states. Moreover, the flow is easier to reach stable state, if the water level in front of the sluice is kept constant, instead of behind the sluice. This study will be important to the scheme design of automatic operation control in water conveyance channels.

  16. Tanks Focus Area retrieval process development and enhancements FY96 technology development summary report

    Energy Technology Data Exchange (ETDEWEB)

    Rinker, M.W.; Bamberger, J.A.; Hatchell, B.K. [and others

    1996-09-01

    The Retrieval Process Development and Enhancements (RPD&E) activities are part of the Retrieval and Closure Program of the U.S. Department of Energy (DOE) EM-50 Tanks Focus Area. The purposes of RPD&E are to understand retrieval processes, including emerging and existing technologies, and to gather data on those processes, so that end users have the requisite technical basis to make retrieval decisions. Work has been initiated to support the need for multiple retrieval technologies across the DOE complex. Technologies addressed during FY96 focused on enhancements to sluicing, borehole mining, confined sluicing retrieval end effectors, the lightweight scarifier, and pulsed air mixing. Furthermore, a decision tool and database have been initiated to link retrieval processes with tank closure to assist end users in making retrieval decisions.

  17. Potential of sustainable energy with regard to engineering structures. WINN Energy from Water; Energieverbruik nationaal en regionaal waterbeheer. WINN Energie uit Water

    Energy Technology Data Exchange (ETDEWEB)

    Dahm, R.; Bruggers, M. [Deltares, Delft (Netherlands)

    2009-12-15

    An overview is offered of the annual energy use of pumping stations, weirs and sluices in the Netherlands. This involves both the energy use of wet objects (pumping stations, weirs and sluices) in the main water system and the regional water systems. The reports has an annex containing the report 'Inventarisatie energieverbruik waterwerken' (Inventory of energy use by water works) published by Grontmij Netherlands [Dutch] Een overzicht wordt gegeven van het jaarlijkse energieverbruik door gemalen, stuwen en sluizen in Nederland. Het gaat daarbij zowel om het energieverbruik van de natte objecten (gemalen, stuwen en sluizen) in het hoofdwatersysteem als om de regionale watersystemen. Het rapport bevat als bijlage het rapport 'Inventarisatie energieverbruik waterwerken' door Grontmij Nederland.

  18. Proposed strategy for leak detection, monitoring, and mitigation during Hanford single-shell tank waste retrieval

    Energy Technology Data Exchange (ETDEWEB)

    Hertzel, J.S.

    1996-07-18

    The objective of this document is to propose a strategy for addressing applicable LDMM-related criteria in order to determine an allowable leakage volume for SSTs targeted for waste retrieval using sluicing. A strategy is required to work through the individual ALV criterion (and related issues) in a prioritized,orderly, and efficient manner. All components of the strategy are based upon LDMM-related issues, functions and requirements,and technology alternatives.

  19. Proposed strategy for leak detection, monitoring, and mitigation (LDMM) during Hanford single-shell tank waste retrieval

    Energy Technology Data Exchange (ETDEWEB)

    Iwatate, D.F., Westinghouse Hanford

    1996-07-08

    This document proposes a strategy to address issues related to leakage from single-shell tanks (SSTs) during sluicing. A set of criteria are proposed to capture the relevant issues pertaining to leak detection, monitoring, and mitigation (LDMM), and allow DOE-RL, the Contractor, Ecology, and Hanford Stakeholders to reach consensus on allowable leakage volumes (ALVs). Technical studies and findings that support the proposed strategy, and ALV criteria, are summarized and referenced. This document specifically addresses LDMM for SSTs at Hanford, Washington.

  20. Changes in the area of the Mazurian Lakes in the light of the cartographic materials at the scale 1:25000

    OpenAIRE

    Marszelewski, Włodzimierz; Adamczyk, Alicja

    2004-01-01

    The article presents the result of comparative investigations of the areas of the Great Mazurian Lakes. Water decrease was found at the level of 3.1% in the period of approximately seventy years of the twentieth century. Similar tendency was documented with respect to several cases from the latter half of the nineteenth century. The authors draw attention to the role of hydrotechnical build-up (canals, sluices, weirs) constructed to slow down the pace of lake area decline. Several examples...

  1. National Program for Inspection of Non-Federal Dams, Webster Dam (NH 00378), Merrimack River Basin, Allenstown-Pembroke, New Hampshire. Phase I Inspection Report.

    Science.gov (United States)

    1979-03-01

    closely spaced uniform cracks in an arch type formation above the tunnel and spalling has occurred. The con-, crete on this surface is effloresced and...Exudation and stalactites were also observed on the roof. The progressive deteriora- tion of this structure could lead to localized breaching of the...is highly effloresced and exu- dated and random stalactites Seepage Seepage through the left side- wall is approximately 10 cfs Sluice Gate No longer

  2. Control-structure ratings on the Chicago Sanitary and Ship Canal near Lockport, Illinois

    Science.gov (United States)

    Straub, Timothy D.; Johnson, Kevin K.; Hortness, Jon E.; Duncker, James J.

    2012-01-01

    The U.S. Army Corps of Engineers and the Metropolitan Water Reclamation District of Greater Chicago regulate flows through control structures along the Lake Michigan lakefront and the Chicago Sanitary and Ship Canal (CSSC) for Lake Michigan diversion accounting, flood control, sanitary, and navigation purposes. This report documents the measurement and computation of flow through the Lockport Controlling Works (LCW) and the Lockport Powerhouse. This analysis aided in evaluation of the ratings at both structures, and the development of new ratings at the controlling works. The LCW structure consists of seven 30-feet (ft) wide sluice gates and is used to divert water from the CSSC and into the Des Plaines River. The flow regimes for the sluice gate included both free and submerged weir. Forty and 491 flow values from U.S. Geological Survey streamflow-gaging stations were used to develop equations describing free- and submerged-weir flow, respectively, through the sluice gates. The equations were developed for canal headwater elevations ranging from -7.0 to -10.5 ft Chicago City Datum (CCD), and tailwater (Des Plaines River at Lockport) to headwater (CSSC-LCW-Base) ratios ranging from 0.31 to 0.66. The Lockport Powerhouse structure consists of nine 9-ft wide by 14-ft high sluice gates and two 10-ft diameter turbines. Both tailwater and no-tailwater effect flow regimes occurred during nine measurements. Also, the canal headwater elevations ranged from -2.74 to -8.45 ft CCD, and the gates were configured six different ways during the measurements.

  3. OCCURRENCE & CHEMISTRY OF ORGANIC COMPOUNDS IN HANFORD SITE WASTE TANKS

    Energy Technology Data Exchange (ETDEWEB)

    STOCK, L.M.; MEACHAM, J.E.

    2004-07-29

    Volatile and semivolatile organic compounds continuously evolve from the waste tanks at the Hanford Site. Some are identical to the compounds originally transferred to tanks and others are formed through interdependent chemical and radiolytic reactions. This document provides a technical basis for understanding the chemical consequences of long term storage, sluicing, the addition of chemicals, and the prediction of other organic compounds that may be present in the wastes.

  4. EM-50 Tanks Focus Area retrieval process development and enhancements. FY97 technology development summary report

    Energy Technology Data Exchange (ETDEWEB)

    Rinker, M.W.; Bamberger, J.A. [Pacific Northwest National Lab., Richland, WA (United States); Alberts, D.G. [Waterjet Technology, Inc., Kent, WA (United States)] [and others

    1997-09-01

    The Retrieval Process Development and Enhancements (RPD and E) activities are part of the US Department of Energy (DOE) EM-50 Tanks Focus Area, Retrieval and Closure program. The purpose of RPD and E is to understand retrieval processes, including emerging and existing technologies, and to gather data on these processes, so that end users have requisite technical bases to make retrieval decisions. Technologies addressed during FY97 include enhancements to sluicing, the use of pulsed air to assist mixing, mixer pumps, innovative mixing techniques, confined sluicing retrieval end effectors, borehole mining, light weight scarification, and testing of Russian-developed retrieval equipment. Furthermore, the Retrieval Analysis Tool was initiated to link retrieval processes with tank waste farms and tank geometric to assist end users by providing a consolidation of data and technical information that can be easily assessed. The main technical accomplishments are summarized under the following headings: Oak Ridge site-gunite and associated tanks treatability study; pulsed air mixing; Oak Ridge site-Old Hydrofracture Facility; hydraulic testbed relocation; cooling coil cleaning end effector; light weight scarifier; innovative tank mixing; advanced design mixer pump; enhanced sluicing; Russian retrieval equipment testing; retrieval data analysis and correlation; simulant development; and retrieval analysis tool (RAT).

  5. Experimental testing procedures and dynamic model validation for vanadium redox flow battery storage system

    Science.gov (United States)

    Baccino, Francesco; Marinelli, Mattia; Nørgård, Per; Silvestro, Federico

    2014-05-01

    The paper aims at characterizing the electrochemical and thermal parameters of a 15 kW/320 kWh vanadium redox flow battery (VRB) installed in the SYSLAB test facility of the DTU Risø Campus and experimentally validating the proposed dynamic model realized in Matlab-Simulink. The adopted testing procedure consists of analyzing the voltage and current values during a power reference step-response and evaluating the relevant electrochemical parameters such as the internal resistance. The results of different tests are presented and used to define the electrical characteristics and the overall efficiency of the battery system. The test procedure has general validity and could also be used for other storage technologies. The storage model proposed and described is suitable for electrical studies and can represent a general model in terms of validity. Finally, the model simulation outputs are compared with experimental measurements during a discharge-charge sequence.

  6. Energetic sub-2-cycle laser with 216  W average power.

    Science.gov (United States)

    Hädrich, Steffen; Kienel, Marco; Müller, Michael; Klenke, Arno; Rothhardt, Jan; Klas, Robert; Gottschall, Thomas; Eidam, Tino; Drozdy, András; Jójárt, Péter; Várallyay, Zoltán; Cormier, Eric; Osvay, Károly; Tünnermann, Andreas; Limpert, Jens

    2016-09-15

    Few-cycle lasers are essential for many research areas such as attosecond physics that promise to address fundamental questions in science and technology. Therefore, further advancements are connected to significant progress in the underlying laser technology. Here, two-stage nonlinear compression of a 660 W femtosecond fiber laser system is utilized to achieve unprecedented average power levels of energetic ultrashort or even few-cycle laser pulses. In a first compression step, 408 W, 320 μJ, 30 fs pulses are achieved, which can be further compressed to 216 W, 170 μJ, 6.3 fs pulses in a second compression stage. To the best of our knowledge, this is the highest average power few-cycle laser system presented so far. It is expected to significantly advance the fields of high harmonic generation and attosecond science.

  7. FEM Analysis of Self-vibration Characteristics of Radial Gate with Box Structure%某箱型结构弧形闸门自振特性的有限元分析

    Institute of Scientific and Technical Information of China (English)

    刘鹏鹏; 郑圣义

    2013-01-01

    作为一种常用档水构件,闸门被广泛的应用在各种挡水建筑物中,因此它的安全性关乎人民的生命和财产安全.闸门在全部或局部开启时,往往会发生振动,有时甚至在关闭蓄水时也会产生振动.因此,闸门的动力特性以及与其相关的闸门动力响应和动力稳定问题,是水工结构工程中亟待解决的一个重大问题.针对某水利工程中实际应用到箱形结构闸门用ANSYS进行自振分析,并讨论在两种约束情况下的闸门的振型,以此获得数据分析此闸门在运行过程中是否安全.%Sluice gate is wildly used in various water-retaining Structures,it is of great importance to the life and property safety of the people.when the gate is fully or partially opened,the vibration would occurs at the gate,even at the situation of closing the gate for water storage.Therefore,the dynamic characteristics and its corresponding response as well as the dynamic stability are significant problems which need urgent solution in hydraulic structure engineering.The self-vibration of one sluice gate in practical project is analyzed by using FEM software ANSYS.The results of vibration mode under two kinds of constraints are discussed.The data acquired from the FEM analysis is used to check whether the sluice gate is safe or not during its working period.

  8. Disease prevalence in flounder (Platichthys flesus) from the Dutch Wadden Sea as indicator of environmental quality: A summary of 1988-2005 surveys

    Science.gov (United States)

    Vethaak, A. D.

    2013-09-01

    In 1988, epizootics of ulcer disease in the flatfish flounder in the Dutch Wadden Sea were reported near freshwater drainage sluices of IJsselmeer Lake, locally affecting up to 38.9% of fish. Other diseases such as fin rot and lymphocystis were less frequent, but followed a similar pattern. Results of follow-up surveys in the Wadden Sea in 1994-2005 confirm previous findings and also show significantly elevated ulcer prevalences at other smaller drainage works. The most likely stress factors that contributed to the development of the epizootics at these sites include osmotic stress, adverse water quality conditions including chemical contaminants, nutritional deficiencies, and obstruction to fish migration. It was shown that discharges of IJsselmeer Lake freshwater in 1988-96 had a wide effect on the prevalence and distribution of ulcers and lymphocystis in the western Wadden Sea. A general reduction in disease prevalence in flounder in the entire Dutch Wadden Sea was observed during 1988-2005, which was most likely due to a general improvement in water quality and locally improved habitat conditions for flounder near drainage sluices. Ulcer prevalences outside the two IJsselmeer Lake sluices (Den Oever and Kornwerderzand) declined in this period from approximately 30% to 10% for medium-sized fish. Other skin diseases have also displayed a downward trend at both sites in recent years, with prevalences falling sharply to below 1%. Elsewhere in the Wadden Sea and the Ems-Dollard estuary, disease prevalences have declined towards natural background levels (diseases, especially ulcers, are useful indicators of environmental quality in the Wadden Sea.

  9. Effects of Radiation on the Physical Properties of Superlig 644 Resin

    Energy Technology Data Exchange (ETDEWEB)

    Oji, L.N.

    2001-01-10

    This study evaluated the physical properties and stability of irradiated SuperLig 644 in a simulated salt solution (Envelope A simulant without cesium) exposed to a 60Co gamma radiation source. The primary objective was to examine the physical properties of irradiated resin, such as adhesion, to ascertain if resin irradiated to extremely high doses would exhibit high back-pressure or stick together when sluiced out of a column. This work is in support of the design of cesium-removal ion exchange columns at the Hanford River Protection Project (RPP)

  10. Building up a Mathematical Model of Shaftes System and CAD for Linked Tetra—Shaft and Double—Cantilever Flat Flap Gate

    Institute of Scientific and Technical Information of China (English)

    FuQ满怀; ZhaoZe-bin; 等

    1999-01-01

    Linked tetra-shaft and double-cantilever flat flap gate is a new type of structure in water conservancy projects,but the traditional method is now adopted in its design.In order to the application and dissemination of the type of sluice,this paper researches the difficult points of design advance,through researching the motion locus & stress coundition of linked tetra-shaft system.The writer will build up the mathmatical model and handle it with the computer.Thus,we can achieve the modern desing on the basis of the software of linked tetra-shaft system development.

  11. Building up a Mathematical Model of Shaftes System and CAD for Linked Tetra-Shaft and Double-Cantilever Flat Flap Gate

    Institute of Scientific and Technical Information of China (English)

    1999-01-01

    Linked tetra-shaft and double-cantilever flat flap gate is a new type of structure in water conservancy projects ,but the traditional method is now adopted in its design. In order to the application and dissemination of the type of sluice ,this paper researches the difficult points of design advance ,through researching the mo- tion locus & stress coundition of linked tetra-shaft system. The writer will build up the mathmatical model and handle it with the computer. Thus, we can achieve the modern desing on the basis of the software of linked tetra-shaft system development.

  12. 引水灌区水工建筑物的病害及技术处理%Damages to hydrostructures in drawing and irrigation area and technical management

    Institute of Scientific and Technical Information of China (English)

    夏富洲; 刘柏青; 赵世来

    2000-01-01

    For the existent rift, sinking, washing, corrosion and other damages to aqueducts, tunnels, sluice and other hydrostructures,this paper analyzed the generating reasons and put forward technical management measure to solve the problems in theory and practices.%针对引水灌区渡槽、隧洞、倒虹吸及水闸等水工建筑物存在的裂缝、沉陷、冲刷与磨蚀等主要病害从理论和实践方面进行了原因分析,提出了解决问题的技术处理措施。

  13. Hanford Tanks Initiative fiscal year 1997 retrieval technology demonstrations

    Energy Technology Data Exchange (ETDEWEB)

    Berglin, E.J.

    1998-02-05

    The Hanford Tanks Initiative was established in 1996 to address a range of retrieval and closure issues associated with radioactive and hazardous waste stored in Hanford`s single shell tanks (SSTs). One of HTI`s retrieval goals is to ``Successfully demonstrate technology(s) that provide expanded capabilities beyond past practice sluicing and are extensible to retrieve waste from other SSTS.`` Specifically, HTI is to address ``Alternative technologies to past practice sluicing`` ... that can ... ``successfully remove the hard heel from a sluiced tank or to remove waste from a leaking SST`` (HTI Mission Analysis). During fiscal year 1997, the project contracted with seven commercial vendor teams to demonstrate retrieval technologies using waste simulants. These tests were conducted in two series: three integrated tests (IT) were completed in January 1997, and four more comprehensive Alternative Technology Retrieval Demonstrations (ARTD) were completed in July 1997. The goal of this testing was to address issues to minimize the risk, uncertainties, and ultimately the overall cost of removing waste from the SSTS. Retrieval technologies can be separated into three tracks based on how the tools would be deployed in the tank: globally (e.g., sluicing) or using vehicles or robotic manipulators. Accordingly, the HTI tests included an advanced sluicer (Track 1: global systems), two different vehicles (Track 2: vehicle based systems), and three unique manipulators (Track 3: arm-based systems), each deploying a wide range of dislodging tools and conveyance systems. Each industry team produced a system description as envisioned for actual retrieval and a list of issues that could prevent using the described system; defined the tests to resolve the issues; performed the test; and reported the results, lessons learned, and state of issue resolution. These test reports are cited in this document, listed in the reference section, and summarized in the appendices. This report

  14. Measurement scheme for the Lamb shift in a superconducting circuit with broadband environment

    Energy Technology Data Exchange (ETDEWEB)

    Gramich, V.; Ankerhold, J. [Institut fuer Theoretische Physik, Universitaet Ulm, Albert-Einstein-Allee 11, D-89069 Ulm (Germany); Solinas, P.; Moettoenen, M. [Department of Applied Physics/COMP, Aalto University, P.O. Box 14100, FIN-00076 Aalto (Finland); Low Temperature Laboratory, Aalto University, P.O. Box 13500, FIN-00076 Aalto (Finland); Pekola, J. P. [Low Temperature Laboratory, Aalto University, P.O. Box 13500, FIN-00076 Aalto (Finland)

    2011-11-15

    Motivated by recent experiments on quantum mechanical charge pumping in a Cooper pair sluice, we present a measurement scheme for observing shifts of transition frequencies in two-level quantum systems induced by broadband environmental fluctuations. In contrast to quantum optical and related setups based on cavities, the impact of a thermal phase reservoir is considered. A thorough analysis of Lamb and Stark shifts within weak-coupling master equations is complemented by nonperturbative results for the model of an exactly solvable harmonic system. The experimental protocol to measure the Lamb shift in experimentally feasible superconducting circuits is analyzed in detail and supported by numerical simulations.

  15. Climate Change Impact Assessment of Dike Safety and Flood Risk in the Vidaa River System

    DEFF Research Database (Denmark)

    Madsen, H.; Sunyer Pinya, Maria Antonia; Larsen, J.;

    2013-01-01

    The impact of climate change on the flood risk and dike safety in the Vidaa River system, a cross-border catchment located in the southern part of Jutland, Denmark and northern Germany, is analysed. The river discharges to the Wadden Sea through a tidal sluice, and extreme water level conditions......, and increases in storm surge levels of up to 0.8 m in 2100 are estimated. The changes in extreme catchment run-off and sea water level have a significant effect on the flood risk in the river system. While most parts today have a low risk of dike overtopping with annual exceedance probabilities of 0.1 % or less...

  16. REDUCTION OF STILLING BASIN LENGTH WITH TALL END SILL

    Institute of Scientific and Technical Information of China (English)

    FATHI-MOGHADAM Manoochehr; HAGHIGHIPOUR Sadegh; LASHKAR-ARA Babak; AGHTOUMAN Peyman

    2011-01-01

    Experiments were conducted to characterize forced hydraulic jumps in stilling basins for enforced cases due to tail water level or dam site arrangement and construction.The case with a single tall sill was simulated in a horizontal flume downstream of a sluice gate.Results of experiments are compared with the classical hydraulic jump,and significant effect of tall sill on dissipation of energy in shorter distance was confirmed.Furthermore,the generated jumps were classified based on the ratio of sill height to basin length,and a simple design criterion was proposed to estimate the basin length for a desired jump and particular inflow.

  17. Steam feed and effect of steam-thermal seal in thermolysis of tire shreds in a screw-type reactor

    Science.gov (United States)

    Kalitko, V. A.

    2010-05-01

    On the basis of experience in commercial operation, the effect of steam seal in tire-shred pyrolysis in a screw-type reactor with superheated steam has been considered and analytically substantiated; there, local steam feed produces the above effect at the total reduced pressure and keeps air from entering the reactor without sluices or valves used for hermetization of its loading and unloading. It has been shown that the increase in the production rate of pyrolysis due to the heating by steam amounts to 10-15% and is limited by the diffusion transfer in the reactor’s charge bed.

  18. Service life and sustainable design methods: a case study

    CSIR Research Space (South Africa)

    Mc Duling, J

    2008-05-01

    Full Text Available and include issues such as redecorating or repair of finishes, and repair or replacement of engineering plant or equipment [e.g. air-conditioning, lifts and standby generators]. Fundamental issues affect the basic structure and systems and require major... of the ward. The elongated ward required the separation and duplication of some support spaces including two nursing stations [ward secretary at entrance, sister’s station and nurse’s station along the length of the ward], two sluice rooms [including...

  19. Decision Making Support System (DMSS) For Water Resources And Flood Mitigation

    Science.gov (United States)

    Shaiful Ridwan Radzi, Mohd

    2017-04-01

    Flooding is a significant issue in low-lying parts of the catchment in Malaysia, leading to flood damage & disruption in major storm events. Recognising the potential to reduce damage, the decision making support system (DMSS) has been developed to optimise the operation of the water resources assets to both maximise the effectiveness of flood control & maximize the availability of water for public supply & irrigation demand under drought conditions. DMSS functions as to reduce human error during critical times. The tools optimized rules for barrage, sluice gates, pumping station & dams. Its provide priority for flood zone protection & fuzzy logic supervisory control for all equipment.

  20. Monitoring and analysis of combined sewer overflows, Riverside and Evanston, Illinois, 1997-99

    Science.gov (United States)

    Waite, Andrew M.; Hornewer, Nancy J.; Johnson, Gary P.

    2002-01-01

    The U.S. Geological Survey, in cooperation with the U.S. Army Corps of Engineers, collected and analyzed flow data in combined sewer systems in Riverside and Evanston, northeastern Illinois, from March 1997 to December 1999. Continuous 2- and 5-minute stage and velocity data were collected during surcharged and nonsurcharged conditions at 12 locations. Mass balances were calculated to determine the volume of water flowing through the tide-gate openings to the Des Plaines River and the North Shore Channel and to determine the volume of water flowing past the sluice gate to the deep tunnel. The sewer systems consist of circular pipes ranging in diameter from 0.83 feet to 10.0 feet, elliptical siphon pipes, ledges, and tide and sluice gates. Pipes were constructed of either brick and mortar or concrete, and ranged from having smooth surfaces to rough, pitted and crumbling surfaces. One pipe was noticeably affected by water infiltration from saturated ground. During data analysis, many assumptions were necessary because of the complexity of the flow data and sewer-system configurations. These assumptions included estimating the volume of water entering an interceptor sewer at the ''Gage Street pipe'' at Riverside, the effect of infiltration on the ''brick pipe'' at Riverside, and the minimum velocity required for the meter to make an accurate velocity determination. Other factors affecting the analysis of flow data included possible non-instrumented sources of inflow, and backwater conditions in some pipes, which could have caused error in the data analysis. Variations of these assumptions potentially could cause appreciable changes to the final massbalance calculations. Mass-balance analysis at Riverside indicated a total inflow volume into chamber 3 of approximately 721,000 cubic feet (ft3) during April 22-26, 1999. Outflow volume to the Des Plaines River at Riverside through the tide gate was approximately 132,000 ft3; outflow volume to the deep tunnel through the

  1. Asian Carp Survivability Experiments and Water Transport Surveys in the Illinois River, Volume 1

    Science.gov (United States)

    2013-01-01

    current. It is highly dependent on the amount of dissolved solids (such as salt ) in the water (U.S. Geological Survey (USGS) website, accessed...Sluice Gate Calumet River Indiana Harbor Burns Harbor O’Brien Lock-and-Dam Ill in oi s In di an a L ittle C alum et Ri ver Grand Calumet River Brandon...Lock-and-Dam Hickory Creek D es P la in e s R i v e r Lockport Lock-and-Dam Electric Barrier(s) Calumet Sag Channel De s P lai ne s R ive r Salt C

  2. GIS-BASED SURFACE ANALYSIS OF ARCHAEOLOGICAL FINDS

    Directory of Open Access Journals (Sweden)

    K. Kovács

    2012-09-01

    Full Text Available The international research project HiMAT (History of Mining Activities in the Tyrol and adjacent areas is dedicated to the study of mining history in the Eastern Alps by various scientific disciplines. The aim of this program is the analysis of the mining activities’ impacts on environment and human societies. Unfortunately, there is only a limited number of specific regions (e.g. Mitterberg to offer possibilities to investigate the former mining expansions. Within this multidisciplinary project, the archaeological sites and finds are analyzed by the Surveying and Geoinformation Unit at the University of Innsbruck. This paper shows data fusion of different surveying and post-processing methods to achieve a photo-realistic digital 3D model of one of these most important finds, the Bronze Age sluice box from the Mitterberg. The applied workflow consists of four steps: 1. Point cloud processing, 2. Meshing of the point clouds and editing of the models, 3. Image orientation, bundle and image adjustment, 4. Model texturing. In addition, a short range laser scanning survey was organized before the conservation process of this wooden find. More accurate research opportunities were offered after this detailed documentation of the sluice box, for example the reconstruction of the broken parts and the surface analysis of this archaeological object were implemented using these high-resolution datasets. In conclusion, various unperceived patterns of the wooden boards were visualized by the GIS-based tool marks investigation.

  3. Effective management for acidic pollution in the canal network of the Mekong Delta of Vietnam: a modeling approach.

    Science.gov (United States)

    Phong, Ngo Dang; Hoanh, Chu Thai; Tuong, To Phuc; Malano, Hector

    2014-07-01

    Acidic pollution can cause severe environmental consequences annually in coastal areas overlain with acid sulfate soils (ASS). A water quality model was used as an analytical tool for exploring the effects of water management options and other interventions on acidic pollution and salinity in Bac Lieu, a coastal province of the Mekong Delta. Fifty eight percent of the provincial area is covered by ASS, and more than three-fourths (approximately 175,000 ha) are used for brackish-water shrimp culture. Simulations of acid water propagation in the canal network indicate that the combination of opening the two main sluices along the East Sea of the study area at high tide for one day every week in May and June and widening the canals that connect these sluices to the West Sea allows for adequate saline water intake and minimizes the acidic pollution in the study area. On the other hand, canal dredging in the freshwater ASS area should be done properly as it can create severe acidic pollution. Copyright © 2014 Elsevier Ltd. All rights reserved.

  4. Variational modelling of nonlinear water waves

    Science.gov (United States)

    Kalogirou, Anna; Bokhove, Onno

    2015-11-01

    Mathematical modelling of water waves is demonstrated by investigating variational methods. A potential flow water wave model is derived using variational techniques and extented to include explicit time-dependence, leading to non-autonomous dynamics. As a first example, we consider the problem of a soliton splash in a long wave channel with a contraction at its end, resulting after a sluice gate is removed at a finite time. The removal of the sluice gate is included in the variational principle through a time-dependent gravitational potential. A second example involving non-autonomous dynamics concerns the motion of a free surface in a vertical Hele-Shaw cell. Explicit time-dependence now enters the model through a linear damping term due to the effect of wall friction and a term representing the motion of an artificially driven wave pump. In both cases, the model is solved numerically using a Galerkin FEM and the numerical results are compared to wave structures observed in experiments. The water wave model is also adapted to accommodate nonlinear ship dynamics. The novelty is this case is the coupling between the water wave dynamics, the ship dynamics and water line dynamics on the ship. For simplicity, we consider a simple ship structure consisting of V-shaped cross-sections.

  5. Sustainable Improvement of Urban River Network Water Quality and Flood Control Capacity by a Hydrodynamic Control Approach-Case Study of Changshu City

    Science.gov (United States)

    Xie, Chen; Yang, Fan; Liu, Guoqing; Liu, Yang; Wang, Long; Fan, Ziwu

    2017-01-01

    Water environment of urban rivers suffers degradation with the impacts of urban expansion, especially in Yangtze River Delta. The water area in cites decreased sharply, and some rivers were cut off because of estate development, which brings the problems of urban flooding, flow stagnation and water deterioration. The approach aims to enhance flood control capability and improve the urban river water quality by planning gate-pump stations surrounding the cities and optimizing the locations and functions of the pumps, sluice gates, weirs in the urban river network. These gate-pump stations together with the sluice gates and weirs guarantee the ability to control the water level in the rivers and creating hydraulic gradient artificially according to mathematical model. Therefore the flow velocity increases, which increases the rate of water exchange, the DO concentration and water body self-purification ability. By site survey and prototype measurement, the river problems are evaluated and basic data are collected. The hydrodynamic model of the river network is established and calibrated to simulate the scenarios. The schemes of water quality improvement, including optimizing layout of the water distribution projects, improvement of the flow discharge in the river network and planning the drainage capacity are decided by comprehensive Analysis. Finally the paper introduces the case study of the approach in Changshu City, where the approach is successfully implemented.

  6. The Importance of Hydraulic Structures for Society: Quay Walls and Dikes in the Netherlands

    Directory of Open Access Journals (Sweden)

    de Gijt J.G.

    2015-12-01

    Full Text Available Since mankind exists, men have undertaken engineering activities to make their life more pleasant and secure. However this has not been an easy task, especially in the past. The knowledge of mathematics and physics to describe engineering problems became available only since 1400-1500. Nevertheless, great achievements have been made by man before that time, e.g. the pyramids in Egypt, the first sluice in China, the Borobudur temple in Indonesia, and the design and building activities of the Inca’s in South America. To illustrate this development, also the world economy, world ecology will be shortly mentioned. The structures that are briefly discussed in this paper are: soil and concrete dams for generating electricity, reservoirs for irrigation and drinking water, dikes, sluices, inland and sea, tunnels, and quay walls. This paper presents an overview of hydraulic structures in general with the emphasis on quay walls and dikes in the Netherlands. Examples of these structures will be discussed illustrating present state of the art and also with a view to the future. Conclusions and recommendations are given to enhance the knowledge of hydraulic structures.

  7. Design and Stability Analysis of Tanghe Reservoir Dam%唐河水库大坝设计及稳定分析

    Institute of Scientific and Technical Information of China (English)

    孛永平

    2011-01-01

    根据唐河水库工程的实际地质和地形条件,主要对唐河水库混凝土面板堆石坝和混凝土重力坝以及泄洪冲砂闸进行了设计,同时对混凝土重力坝的应力和坝基抗滑稳定进行了计算分析以及根据规范校核了泄洪闸稳定性.计算结果表明,坝体及坝基面最大垂直正应力分别为357.1 kPa和539.8kPa,在最不利工况下坝基抗滑稳定安全系数为3.26,均能满足规范要求;遭遇Ⅶ度地震时,泄洪闸闸室基底抗滑稳定安全系数最小为3.52;最不利工况下消力池边墙抗滑及抗倾稳定安全系数分别为2.19和2.74,均小于规范允许值.计算表明各工况下的坝体、泄洪闸的稳定和应力均能满足规范要求.综合论证了设计的合理性.%According to the actual geological and topographical conditions of Tanghe Reservoir, the concrete facing rockfill dam, concrete gravity dam, flood discharging sluice, flushing sluice and irrigation tunnel are mainly designed here. The concrete gravity dam's stress and the dam foundation' s stability against sliding are also calculated and analyzed, meanwhile, the stability of the sluice is re-checked. The results show that the maximum vertical normal stress of the dam and foundation surface is respectively 357.1 kPa and 539.8 kPa, and the sliding stability safety factor of the dam foundation is 3.26 in a most unfavourable condition. The minimum sliding stability safety factor of the sluice chamber is 3.52 when the dam is subjected to the MI degree earthquake, and the safety factor against sliding and overturning of the stilling pool wall is respectively 2.19 and 2.74 in a most unfavourable condition. In a word, under various operating conditions, the stability and stress of the dam and sluice could meet the regulatory requirements. So the rationality of the design is comprehensively demonstrated.

  8. Hydroacoustic Evaluation of Juvenile Salmonid Passage at The Dalles Dam Sluiceway, 2005

    Energy Technology Data Exchange (ETDEWEB)

    Johnson, Gary E.; Khan, Fenton; Hedgepeth, J; Mueller, Robert P.; Rakowski, Cynthia L.; Richmond, Marshall C.; Serkowski, John A.; Skalski, John R.

    2006-06-01

    The U.S. Army Corps of Engineers Portland District engaged the Pacific Northwest National Laboratory to evaluate fish passage at The Dalles Dam powerhouse in 2005. The goal of the study was to provide information on smolt passage that will inform decisions on long-term measures and operations to enhance sluiceway passage and reduce turbine passage to improve smolt survival at the dam. The study addressed one of the main programs dedicated to improving juvenile salmonid survival at The Dalles Dam: Surface Flow Bypass. The study objectives (see below) were met using a combination of hydroacoustic and hydraulic data. The study incorporated fixed-location hydroacoustic methods across the entire powerhouse, with especially intense sampling using multiple split-beam transducers at all sluiceway portals. We did not sample fish passage at the spillway in 2005. In the sluiceway nearfield, we used an acoustic camera to track fish movements. The fish data were interpreted with hydraulic data from a computational fluid dynamics (CFD) model. Fish passage data were collected in the framework of an “experiment” using a randomized block design (3-day treatments; two treatments) to compare two sluiceway operational configurations: Sluice 2+5 and Sluice 2+19 (six gates open for each configuration). Total project outflow was 76% of the 10-year average for spring and 71% of the 10-year average for summer. Based on these findings, we make the following recommendations: 1) The sluice should be operated 24 h/d from April until November. 2) Open six rather than three sluice gates to take advantage of the maximum hydraulic capacity of the sluiceway. 3) Open the three gates above the western-most operating main turbine unit and the three gates at MU 8 where turbine passage rates are relatively high. 4) Operate the turbine units below open sluice gates as a standard fish operations procedure. 5) Develop hydraulic and entrance enhancements to the sluiceway to tap the potential of The

  9. Hydroacoustic Evaluation of Overwintering Summer Steelhead Fallback and Kelt Passage at The Dalles Dam 2008-2009

    Energy Technology Data Exchange (ETDEWEB)

    Khan, Fenton; Johnson, Gary E.; Weiland, Mark A.

    2009-09-01

    This report presents the results of an evaluation of overwintering summer steelhead (Oncorhynchus mykiss) fallback and early out-migrating steelhead kelts downstream passage at The Dalles Dam (TDA) sluiceway and turbines during fall/winter 2008 and early spring 2009, respectively. The study was conducted by the Pacific Northwest National Laboratory (PNNL) for the U.S. Army Corps of Engineers, Portland District (USACE). Operating the sluiceway reduces the potential for hydropower production. However, this surface flow outlet may be the optimal non-turbine route for fallbacks in late fall after the sluiceway is typically closed for juvenile fish passage and for overwintering summer steelhead and kelt passage in the early spring before the start of the voluntary spill season. The goal of this study was to characterize adult steelhead spatial and temporal distributions and passage rates at the sluiceway and turbines, and their movements in front of the sluiceway at TDA to inform fisheries managers’ and engineers’ decision-making relative to sluiceway operations. The study periods were from November 1 to December 15, 2008 (45 days) and from March 1 to April 9, 2009 (40 days). The study objectives were to 1) estimate the number and distribution of overwintering summer steelhead fallbacks and kelt-sized acoustic targets passing into the sluiceway and turbines at TDA during the two study periods, respectively, and 2) assess the behavior of these fish in front of sluice entrances. We obtained fish passage data using fixed-location hydroacoustics and fish behavior data using acoustic imaging. For the overwintering summer steelhead, fallback occurred throughout the 45-day study period. We estimated that a total of 1790 ± 250 (95% confidence interval) summer steelhead targets passed through the powerhouse intakes and operating sluices during November 1 to December 15, 2008. Ninety five percent of these fish passed through the sluiceway. Therefore, without the sluiceway as

  10. Remedial Investigation Report on Chestnut Ridge Operable Unit 2 (Filled Coal Ash Pond/Upper McCoy Branch) at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee. Volume 1. Main Text

    Energy Technology Data Exchange (ETDEWEB)

    1994-08-01

    This document is a report on the remedial investigation (RI) of Chestnut Ridge Operable Unit (OU) 2 at the Oak Ridge Y-12 Plant. Chestnut Ridge OU 2 consists of Upper McCoy Branch (UMB), the Filled Coal Ash Pond (FCAP), and the area surrounding the Sluice Channel formerly associated with coal ash disposal in the FCAP. Chestnut Ridge OU 2 is located within the U.S. Department of Energy`s (DOE`s) Oak Ridge Reservation in Anderson County, Tennessee, approximately 24 miles west of Knoxville. The pond is an 8.5-acre area on the southern slope of Chestnut Ridge, 0.5 mile south of the main Y-12 Plant and geographically separated from the Y-12 Plant by Chestnut Ridge. The elevation of the FCAP is {approximately} 950 ft above mean sea level (msl), and it is relatively flat and largely vegetated. Two small ponds are usually present at the northeast and northwest comers of the FCAP. The Sluice Channel Area extends {approximately}1000 ft from the northern margin of the FCAP to the crest of Chestnut Ridge, which has an elevation of {approximately}1100 ft above msl. The Sluice Channel Area is largely vegetated also. McCoy Branch runs from the top of Chestnut Ridge across the FCAP into Rogers Quarry and out of the quarry where it runs a short distance into Milton Hill Lake at McCoy Embayment, termed UMB. The portion south of Rogers Quarry, within Chestnut Ridge OU 4, is termed Lower McCoy Branch. The DOE Oak Ridge Y-12 Plant disposed of coal ash from its steam plant operations as a slurry that was discharged into an ash retention impoundment; this impoundment is the FCAP. The FCAP was built in 1955 to serve as a settling basin after coal ash slurried over Chestnut Ridge from the Y-12 Plant. The FCAP was constructed by building an earthen dam across the northern tributary of McCoy Branch. The dam was designed to hold 20 years of Y-12 steam plant ash. By July 1967, ash had filled up the impoundment storage behind the dam to within 4 ft of the top.

  11. Alternate retrieval technology demonstrations program - test report (ARD Environmental, Inc.)

    Energy Technology Data Exchange (ETDEWEB)

    Berglin, E.J.

    1997-07-31

    A prototype vehicle, control system, and waste and water scavenging system were designed and fabricated with essentially the full capabilities of the vehicle system proposed by ARD Environmental. A test tank mockup, including riser and decontamination chamber were designed and fabricated, and approximately 830 cubic feet of six varieties of waste simulants poured. The tests were performed by ARD Environmental personnel at its site in Laurel, Maryland, from 4/22/97 through 5/2/97. The capabilities tested were deployment and retrieval, extended mobility and productivity, the ability to operate the system using video viewing only, retrieval after simulated failure, and retrieval and decontamination. Testing commenced with deployment of the vehicle into the tank. Deployment was accomplished using a crane and auxiliary winch to position the vehicle and lower it through the decontamination chamber, into the 36`` diameter x 6` high riser, and touch down on the waste field in the tank. The initial mobility tests were conducted immediately after deployment, prior to sluicing, as the waste field exhibited the greatest amount of variation at this time. This test demonstrated the ability of the vehicle to maneuver over the simulated waste field, and the ability of the operator to work with only video viewing available. In addition, the ability of the vehicle to right itself after being turned on its side was demonstrated. The production rate was evaluated daily through the testing period by measuring the surface and estimating the amount of material removed. The test demonstrated the ability of the vehicle to reduce the waste surface using 400 psi (nominal) water jets, scavenge water and material from the work area, and move to any location, even in the relatively confined space of the 20` diameter test tank. In addition, the ability to sluice to a remote scavenging module was demonstrated. The failure mode test demonstrated the ability to retrieve a stuck vehicle by pulling

  12. Hydroacoustic Evaluation of Juvenile Salmonid Passage at The Dalles Dam in 2004

    Energy Technology Data Exchange (ETDEWEB)

    Johnson, Gary E.; Hanks, Michael E.; Khan, Fenton; Cook, Chris B.; Hedgepeth, J; Mueller, Robert P.; Rakowski, Cynthia L.; Richmond, Marshall C.; Sargeant, Susan L.; Serkowski, John A.; Skalski, John R.

    2005-06-01

    The U.S. Army Corps of Engineers Portland District engaged the Pacific Northwest National Laboratory to evaluate juvenile salmon passage at The Dalles Dam in 2004 to inform decisions about long-term measures and operations to enhance sluiceway and spill passage and reduce turbine passage to improve smolt survival at the dam. PNNL used fixed-location hydroacoustic sampling across the entire project, especially at the sluiceway and spillway, using multiple split-beam transducers at selected locations. At the sluiceway nearfield, we used an acoustic camera to track fish. The fish data were interpreted and integrated with hydraulic data from a CFD model and in-field ADCP measurements. Two sluiceway operations were compared: West only (SL 1) vs. West+East (SL 1 + SL 18). Based on our findings, we concluded that The Dalles Dam sluiceway has the potential to be highly efficient and effective at passing juvenile salmonids. This potential could be tapped with hydraulic and entrance enhancements to the sluiceway. We recommended the following: (1) six rather than three sluice gates should be opened to take advantage of the maximum hydraulic capacity of the sluiceway. (2) The turbine units below open sluice gates should be operated as a standard fish operations procedure. (3) In 2005, the Corps and fisheries agencies should consider operating sluice gates in one or more of the following combinations of six gates: (a) SL 1-1, 1-2, 1-3 and SL 18-1, 18-2, 18-3 (repeat 2004 operation), (b) SL 1-1, 1-2, 1-3 and SL 11-1, 11-2, 11-3, or (c) SL 1-1, 1-2, 1-3 and SL 2-1, 2-2, 2-3. The following elements for surface flow bypasses which should be considered during design of any sluiceway enhancements at The Dalles Dam: (1) form an extensive surface flow bypass flow net (surface bypass discharge greater than {approx}7% of total project discharge), (2) create a gradual increase in water velocity approaching the surface flow bypass (ideally, acceleration < 1 m/s/m), (3) make water

  13. Konsep Hati Menurut al-Hakim al-Tirmidzi

    Directory of Open Access Journals (Sweden)

    Ryandi Ryandi

    2014-03-01

    Full Text Available Dalam khazanah sufi, hati atau qalb adalah salah satu term sentral yang dibahas secara mendalam. Karena bagi sufi, hati adalah entitas metafisik (latifah rabbaniyyah ruhaniyyah yang dengannya manusia dapat mencapai ma’arifatullah dan mengetahui rahasia-rahasia-Nya. Salah satu sufi klasik yang mengkaji hati secara mendalam adalah Abu ‘Abdullah ibn ‘Ali ibn al-Hasan ibn Basyar al-Hakim al-Tirmidzi (w 320 H. Ia mengkonsepsikan hati sebagai entitas metafisik universal yang terkandung di dalamnya tingkatan-tingkatan batin (maqamat al-qalb, yaitu: sadr, qalb, fu’ad, dan lubb. Pemetaan ini dimunculkan sesuai dengan fungsi linguistiknya dan penggunaannya dalam al-Qur’an dan Hadis Nabi SAW. Tiap-tiap tingkatan batin tersebut berkaitan dengan tingkatan pengetahuan, keilmuan, spiritual, dan jiwa manusia. Kaitan tersebut menunjukan bahwa qalb merupakan eksistensi ruhani manusia (al-kainunah al-ruhiyyah, yang berfungsi sebagai instrumen penyempurna bagi manusia (al-jihaz al-mutakamil li al-insan yang meliputi seluruh kekuatan dan potensi manusia: ruhani, ‘aqliyah, dan kehendak, di mana manusia dengannya dapat merasa, berpikir, mengetahui, bahkan dapat mencapai ma’rifatullah dan dekat dengan-Nya.

  14. Evaluation of a sleep education program for low-income preschool children and their families.

    Science.gov (United States)

    Wilson, Katherine E; Miller, Alison L; Bonuck, Karen; Lumeng, Julie C; Chervin, Ronald D

    2014-06-01

    To evaluate a novel sleep education program for low-income preschool children and their families. Randomized trial of an educational intervention. Community-based. Head Start preschool families (n = 152) in greater Lansing and Detroit, Michigan. Classrooms or Head Start sites were randomized to an intervention group (prompt intervention) versus a control group (delayed intervention). Parents attended a one-time, 45-min sleep education program and preschoolers received 2 w (320 total min) of classroom sleep curriculum. Parent knowledge, attitudes, self-efficacy, and beliefs were assessed as the primary outcomes just before the 45-min sleep intervention, immediately postintervention, and approximately 1 mo postintervention. Parents reported their child's bedtimes and wake times on 7-day sleep diaries at baseline and at 1-mo follow-up. Average weeknight sleep durations and bedtimes served as secondary outcomes. Linear mixed models showed a time × treatment effect for parents' knowledge, attitudes, and self-efficacy (each P Educational interventions in early childhood can have an effect on parents' sleep knowledge, attitudes, and self-efficacy, and on children's sleep behavior. However, repeated exposure to the new information may be important for parents as well as their children.

  15. Acceptance test report for ENRAF control panel software

    Energy Technology Data Exchange (ETDEWEB)

    Huber, J.H.

    1998-03-23

    On March 5, 1998, the ENRAF Control Panel Software program was acceptance tested per HNF-1991 Revision 0. The test was performed at the Department of Energy`s Hanford Site, 200 West Area, building MO-281. The test validated the functionality of the software for use by project W-320, C-1 06 Retrieval. The purpose of the test procedure was to partially verify the functionality of the ENRAF Control Panel Software. The test cycled through the majority of functions within the program. Functions not tested will be tested per Operational Test Procedure OTP-320-01 0 at a later date. The following criteria was used to determine whether the software passed or failed the test. The gauge responds correctly (as described in vendor documentation, Reference 1) to all commands sent through the program. If gauge related error codes are encountered, they may be cleared either through the PET or the program. However, the program, while running, must provide some indication of all gauge related errors encountered. If any of the pass criteria are not met and cannot be immediately resolved. If the system crashes for reasons that are clearly related to program performance and cannot be immediately resolved.

  16. Influence and comparison of thermal, ultrasonic and thermo-sonic treatments on microbiological quality and sensory properties of rennet cheese whey

    Directory of Open Access Journals (Sweden)

    Rajka Božanić

    2012-09-01

    Full Text Available Ultrasonication and thermo-sonication belong to alternative, non-thermal food processing methods. The aim of this study was to investigate the influence of different ultrasound power inputs (240 W, 320 W, 400 W without and in combination with heat pre-treatment on microbial inactivation and sensory properties of rennet cheese whey in comparison with conventional pasteurization batch processes. Ultrasonication treatments had no impact on reduction of any group of studied microorganisms. Microbial inactivation caused by thermo-sonication treatments with pre-heating to 35 °C or 45 °C increased with nominal power input and/or exposure times and was probably due to the heat improved ultrasonic cavitation. Thermo-sonication treatments at nominal power input (400 W and preheating to 55 °C were the most effective resulting in greater microbial reduction compared to that observed by simulating pasteurization processes, but occurred probably due to developed heat solely. Sensory properties after ultrasonication and thermo-sonication were considerably improved in comparison with that after simulated pasteurization processes. Mouth feel of whey samples was considerably better, there was no occurrence of sediment and colour remained unchanged in almost all samples.

  17. Clinical use of photodynamic antimicrobial chemotherapy for the treatment of deep carious lesions

    Science.gov (United States)

    Guglielmi, Camila De Almeida B.; Simionato, Maria Regina L.; Ramalho, Karen Müller; Imparato, José Carlos P.; Pinheiro, Sérgio Luiz; Luz, Maria A. A. C.

    2011-08-01

    The purpose of this study was to assess photodynamic antimicrobial chemotherapy (PACT) via irradiation, using a low power laser associated with a photosensitization dye, as an alternative to remove cariogenic microorganisms by drilling. Remaining dentinal samples in deep carious lesions on permanent molars (n = 26) were treated with 0.01% methylene blue dye and irradiated with a low power laser (InGaAIP - indium gallium aluminum phosphide; λ = 660 nm; 100 mW; 320 Jcm-2 90 s; 9J). Samples of dentin from the pulpal wall region were collected with a micropunch before and immediately after PACT and kept in a transport medium for microbiological analysis. Samples were cultured in plates of Brucella blood agar, Mitis Salivarius Bacitracin agar and Rogosa SL agar to determine the total viable bacteria, mutans streptococci and Lactobacillus spp. counts, respectively. After incubation, colony-forming units were counted and microbial reduction was calculated for each group of bacteria. PACT led to statistically significant reductions in mutans streptococci (1.38 log), Lactobacillus spp. (0.93 log), and total viable bacteria (0.91 log). This therapy may be an appropriate approach for the treatment of deep carious lesions using minimally invasive procedures.

  18. Integral methods for shallow free-surface flows with separation

    DEFF Research Database (Denmark)

    Watanabe, S.; Putkaradze, V.; Bohr, Tomas

    2003-01-01

    eddy and separated flow. Assuming a variable radial velocity profile as in Karman-Pohlhausen's method, we obtain a system of two ordinary differential equations for stationary states that can smoothly go through the jump. Solutions of the system are in good agreement with experiments. For the flow down......, and stationary jumps, obtained, for instance, behind a sluice gate. We then include time dependence in the model to study the stability of these waves. This allows us to distinguish between sub- and supercritical flows by calculating dispersion relations for wavelengths of the order of the width of the layer.......We study laminar thin film flows with large distortions of the free surface, using the method of averaging across the flow. Two specific problems are studied: the circular hydraulic jump and the flow down an inclined plane. For the circular hydraulic jump our method is able to handle an internal...

  19. Dynamic Analysis the Groundwater of Daban Mountain Tunnel and Valuation the Function of the Tunnel%大坂山隧道地下水动态分析及对隧道作用评估

    Institute of Scientific and Technical Information of China (English)

    邓友生; 何平; 周成林; 刘洪金; 李永福; 马忠英; 刘国玉

    2004-01-01

    Base on the groundwater yield, water temperature and hydrochemistry change of the groundwater, we can analyze that the summer water content is obviously greater than winter water content where the in and-out wall rock of the Daban Mountain tunnel. The groundwater supply has the extensity and the seasonality. The groundwater content of the middle tunnel wall rock changes relatively steady, mainly supply through horizontal direction. And the total groundwater content is relatively little and steady in winter. The water pressure of the wall rock cranny is little. It has the fluent drainage system to dredge groundwater, which cannot constitute a threat to the tunnel lining. And the cold-proof sluice hole can normally work to drain water.

  20. Software simulator for property investigation of document management system with RFID tags

    Directory of Open Access Journals (Sweden)

    Kiedrowicz Maciej

    2016-01-01

    Full Text Available The study outlines the method for examining the properties of the RFID-tagged document management system. The system is composed of computers, where the software for supporting processes of the RFID-tagged doc-uments was installed. Furthermore, the system cooperates with many other elements of the secret office (cabinets, sluices, photocopiers, desks. The examination of the properties of the RFID-tagged document management system is, in this case, complex due to the number of a possible examination scenarios. The simulation method for examining the system properties was proposed. It allows to conduct the examination of the properties in a short period of time for numerous testing scenarios.

  1. Testing and evaluation of an alcohol production facility utilizing potatoes as a feedstock. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Kuby, W.; Nackord, S.; Wyss, W.

    1984-05-01

    This study presents the sampling and analysis results for the characterization of liquid effluents and solid residuals from a culled potato feedstock process for the production of ethanol for use as fuel. The facility tested produces approximately 1 million gallons per year of ethanol and is located in eastern Idaho. Liquid and solid samples were taken throughout the process from the following locations: sluice/flume water, chopper product, makeup water, cooker product, fermenter product, beer tank, stillage, interim and final product, washwater, fuel oil, bath and 'Sparkle' bath. Analytical results for the ethanol plant effluents include: ethanol and sugar content, conventional parameters, metals, cyanide, phenols, nutrients, oil and grease, priority pollutant organics, and selected pesticides. The most significant characteristics of concern were the BOD and COD levels.

  2. Man should not let death attain the dominion of his thoughts: An Essay on Subjectivity, Self-Preservation and Immortality

    Directory of Open Access Journals (Sweden)

    Kasper Lysemose

    2010-12-01

    Full Text Available Mortality seems to have no place in the theories on subjectivity in Kant and Husserl. It is suggested that this entente cordiale is an expression of the shared principle at the heart of their philosophy, i.e. the principle of selfpreservation. Self-preservation is a principle that in a certain sense excludes mortality. It is argued that the primary sense of this exclusion is not theoretical but practical. Kant and Husserl are both endorsing the imperative that man should not let death attain the dominion of his thoughts (cf. Mann 1976, 600. The positive correlate to this is to be found in the demand that man should think of himself as if he was immortal. With special regard to Husserl the predicament that accompanies his relentless attempt to fulfill this demand is described as a sluice through which anthropology threatens to flow into the phenomenological enterprise.

  3. Numerical and Experimental Study of Pump Sump Flows

    Directory of Open Access Journals (Sweden)

    Wei-Liang Chuang

    2014-01-01

    Full Text Available The present study analyzes pump sump flows with various discharges and gate submergence. Investigations using a three-dimensional large eddy simulation model and an acoustic Doppler velocimeter are performed. Flow patterns and velocity profiles in the approaching flow are shown to describe the flow features caused by various discharges and gate submergence. The variation of a large-scale spanwise vortex behind a sluice gate is examined and discussed. The suction effect on approaching flow near the pipe column is examined using numerical modeling. To gain more understanding of the vortices variation, a comparison between time-averaged and instantaneous flow patterns is numerically conducted. Additionally, swirl angle, a widely used index for evaluating pump efficiency, is experimentally and numerically examined under various flow conditions. The results indicate that the pump becomes less efficient with increasing discharge and gate submergence. The fluctuation of the free surface over the pump sump is also discussed.

  4. Potential for criticality in Hanford tanks resulting from retrieval of tank waste

    Energy Technology Data Exchange (ETDEWEB)

    Whyatt, G.A.; Sterne, R.J.; Mattigod, S.V. [and others

    1996-09-01

    This report assesses the potential during retrieval operations for segregation and concentration of fissile material to result in a criticality. The sluicing retrieval of C-106 sludge to AY-102 and the operation of mixer pumps in SY-102 are examined in some detail. These two tanks (C-106, SY-102) were selected because of the near term plans for retrieval of these tanks and their high plutonium inventories relative to other tanks. Although all underground storage tanks are subcritical by a wide margin if assumed to be uniform in composition, the possibility retrieval operations could preferentially segregate the plutonium and locally concentrate it sufficiently to result in criticality was a concern. This report examines the potential for this segregation to occur.

  5. Free-surface flow simulations for discharge-based operation of hydraulic structure gates

    CERN Document Server

    Erdbrink, C D; Sloot, P M A

    2014-01-01

    We combine non-hydrostatic flow simulations of the free surface with a discharge model based on elementary gate flow equations for decision support in operation of hydraulic structure gates. A water level-based gate control used in most of today's general practice does not take into account the fact that gate operation scenarios producing similar total discharged volumes and similar water levels may have different local flow characteristics. Accurate and timely prediction of local flow conditions around hydraulic gates is important for several aspects of structure management: ecology, scour, flow-induced gate vibrations and waterway navigation. The modelling approach is described and tested for a multi-gate sluice structure regulating discharge from a river to the sea. The number of opened gates is varied and the discharge is stabilized with automated control by varying gate openings. The free-surface model was validated for discharge showing a correlation coefficient of 0.994 compared to experimental data. A...

  6. Temperature control and cracking prevention in coastal thin-wall concrete structures

    Directory of Open Access Journals (Sweden)

    Li-xia GUO

    2011-12-01

    Full Text Available A three-dimensional finite element program for thermal analysis of hydration heat in concrete structures with a plastic pipe cooling system is introduced in this paper. The program was applied to simulation of the temperature and stress field of the Cao’e Sluice during the construction period. From the calculated results, we can find that the temperature and stress of concrete cooled with plastic pipes are much lower than those of concrete without pipes. Moreover, plastic pipes could not be corroded by seawater. That is to say, a good effect of temperature control and cracking prevention can be achieved, which provides a useful reference for other similar nearshore concrete projects.

  7. Hydraulic Performance and Gas Behavior of a Tall Crystalline Silicotitanate Ion-Exchange Column

    Energy Technology Data Exchange (ETDEWEB)

    Welch, T.D.; Anderson, K.K.; Bostick, D.A.; Dillow, T.A.; Getting, M.W.; Hunt, R.D.; Lenarduzzi, R.; Mattus, A.J.; Taylor, P.A.; Wilmarth, W.R.

    2000-02-01

    Crystalline silicotitanate (CST) sorbent is one of several technologies being evaluated by the Savannah River Site (SRS) for removing cesium from high-level tank-waste supernatant. As currently envisioned, three large 5-ft-diam, 20-ft-high ion-exchange columns will be operated in series at a superficial velocity of 4.1 cm/min. The CST will be subjected to a high radiation field from the sorbed cesium. The tests described in this work were conducted to evaluate column hydraulics, to identify changes in the CST particles during operation, to explore how radiolytic gases generated during operation behave, and to demonstrate sluicing of CST into and out of columns.

  8. Radioecological survey of the Belgian upper part of the Meuse river during the triennial low water

    Energy Technology Data Exchange (ETDEWEB)

    Van Hees, M.; Hurtgen, Ch.; Verrezen, F.; Bruggeman, M.; Hardeman, F.

    2007-01-15

    Every three years, when the dams on the upper Meuse river are opened to allow heavy maintenance works on the sluices and banks, specific and more extensive sampling campaigns are organised, taking advantage of the low water. This particular situation facilitates sampling and, hence, provides the opportunity to enlarge the sample set and the sampled quantities. This triennial campaign, carried out in September 2004, allowed to confirm the impact of the commissioning of the new units on the Meuse. Upon demand of the Federal Agency for Nuclear Control (FANC), the programme has been modified considerably, as the activity levels observed in previous years (1998 - 2001) proved to be very low in most of the compartments, often even below limits of detection.

  9. Ash dust co-centration in the vicinity of the ash disposal site depending on the size of the pond (“Water Mirror”

    Directory of Open Access Journals (Sweden)

    Zoran Gršić

    2010-09-01

    Full Text Available Thermal power plants Nikola Tesla “A” and “B” are large sources of ash from their ashes/slag deposit sites. Total sizes of ashes/slag depots are 600ha and 382ha, with active cassettes having dimensions ∼200 ha and ∼130 ha. The active cassettes of the disposal sites are covered by rather large waste ponds, the sizes of vary depending on the working condition of a sluice system and on meteorological conditions. Modeling of ash lifting was attempted using results from the dust lifting research. The relation between sizes of ponds and air dust concentration in the vicinity of ash disposal sites was analyzed. As expected, greater sizes of dried disposal site surfaces in combination with stronger winds gave greater dust emission and greater air dust concentration.

  10. REVIEW ON LOCAL SCOUR DUE TO JETS

    Institute of Scientific and Technical Information of China (English)

    Arindam SARKAR; Subhasish DEY

    2004-01-01

    The safety of an apron of the energy dissipator is threatened by the large-scale scour in the downstream of the apron due to the erosive action of a horizontal jet issuing from a sluice opening. Also, large-scale deposition of the scoured sediments due to an impinging jet in a plunging pool type energy dissipator affects the passage of flow adversely in the downstream channels. Owing to the significant practical importance, the problem of local scour due to jets has been studied by many investigators. In this paper, a comprehensive review of the up-to-date investigations on local scour due to horizontal and impinging jets is presented including all possible aspects, such as scouring process, parameters affecting scour, time variation of scour,velocity distribution on the apron and within the scour hole, development of boundary layer thickness, bed shear stress, scour estimation formulas and protection works.

  11. COMPOSITE ELEMENT METHOD FOR SEEPAGE ANALYSIS OF GEOTECHNICAL STRUCTURES WITH DRAINAGE HOLE ARRAY

    Institute of Scientific and Technical Information of China (English)

    CHEN Sheng-hong; XU Qing; HU Jing

    2004-01-01

    Air element concept and Composite Element Method (CEM) were introduced in this paper firstly, and then an explicit drainage holes element model was developed. The main advantage of the new model is that it allows drainage holes to be located within soil elements. Therefore the mesh generation of complicated geotechnical structures with a large number of seepage drainage holes becomes relatively convenient and feasible. This will further facilitate the optimal design of seepage control system, and in this case the calculation mesh can be kept unchanged when the number, position and orientation of drainage holes are adjusted. The model was been implemented in software. A sluice foundation seepage control problem was studied, by which the validity and the robustness of the new model were verified.

  12. Reliability assessment of reserved water disposal with erodible fuse plug

    Directory of Open Access Journals (Sweden)

    Kosichenko Yuriy Mikhaylovich

    Full Text Available Water disposal constructions are one of the most responsible constructions of reservoir hydrosystem, that’s why the a lot of attention was always paid to the problems of estimating and providing their reliability and safety. The most important function of such objects is providing reliability and safety of other hydraulic constructions and economic assets in afterbay and water head. The authors offer estimation method for reliability and faultless performance of reserved water disposal with erodible fuse plug on low-head water development. In order to estimate the reliability of reserved water disposal with erodible fuse plug the Bayesian treatment was used. The calculation of diagnoses (states of reserved water disposal isoffered in case of diagnostic properties k 1 and k 2. One of the main demands placed onreserved water disposals is erosion of soil plug in case of flood discharge exeedance over the estimated frequency with the full opening of the waste sluice.

  13. Review of literature on local scour under plane turbulent wall jets

    Science.gov (United States)

    Aamir, Mohammad; Ahmad, Zulfequar

    2016-10-01

    Stability of hydraulic structures is threatened by persistent scour downstream of the apron, which renders their foundations exposed. Jets issuing under the sluice gate are turbulent enough to cause significant scour. Extensive study of the jets is, therefore, necessary in order to understand the underlying hydraulics and provide remedial measures. In this paper, a comprehensive review of the investigations on local scour caused by wall jets is presented, including both the classical as well as the prevalent approach. Various aspects of the scour under wall jets have been explained, including the process of scouring, different parameters affecting the maximum scour depth, analysis of flow characteristics within the scour hole and on the apron, time variation of scour depth, rate of sediment removal, and scour depth estimation formulae.

  14. Stochastic back analysis of permeability coefficient using generalized Bayesian method

    Institute of Scientific and Technical Information of China (English)

    Zheng Guilan; Wang Yuan; Wang Fei; Yang Jian

    2008-01-01

    Owing to the fact that the conventional deterministic back analysis of the permeability coefficient cannot reflect the uncertainties of parameters, including the hydraulic head at the boundary, the permeability coefficient and measured hydraulic head, a stochastic back analysis taking consideration of uncertainties of parameters was performed using the generalized Bayesian method. Based on the stochastic finite element method (SFEM) for a seepage field, the variable metric algorithm and the generalized Bayesian method, formulas for stochastic back analysis of the permeability coefficient were derived. A case study of seepage analysis of a sluice foundation was performed to illustrate the proposed method. The results indicate that, with the generalized Bayesian method that considers the uncertainties of measured hydraulic head, the permeability coefficient and the hydraulic head at the boundary, both the mean and standard deviation of the permeability coefficient can be obtained and the standard deviation is less than that obtained by the conventional Bayesian method. Therefore, the present method is valid and applicable.

  15. 经直肠超声引导精囊穿刺注射药物冲洗治疗精囊炎的研究%Study on Puncturing Seminal Vesicle and Injecting Drugs Under the Guidance of Transrectal Ultrasound to Treat Vesiculitis

    Institute of Scientific and Technical Information of China (English)

    黄进; 李文伦; 张明荣; 张华民; 付世文; 李莉

    2001-01-01

    目的:探讨经直肠超声(TRUS)引导精囊穿刺注射药物冲洗并保留治疗精囊炎的效果。方法:将76例患者随机分为A、B、C三组,A组28例在TRUS引导下穿刺精囊,用灭滴灵250ml冲洗精囊后,注入丁胺卡那霉素0.4g保留;B组28例在TRUS引导下穿刺精囊,用生理盐水250ml冲洗精囊,注入丁胺卡那霉素0.4g保留,两组均每隔10天治疗一次,3次为一疗程;C组20例口服氟嗪酸及静脉应用丁胺卡那霉素。对三组的疗效进行评价。结果:A组治愈25例(89.3%),有效2例(7.1%),无效1例(3.6%),总有效率96.4%,B组治愈16例(57.1%),有效6例(21.4%),无效6例(21.4%),两组穿刺成功率100%。C组治愈3例(15%),有效3例(15%),无效14例(70%),A、B组比较治愈率、有效率有明显差异P<0.01,A、C两组比较有显著差异P<0.001。结论:TRUS引导精囊穿刺注射药物冲洗并保留抗生素治疗精囊炎是一种理想的治疗方法。%Objective:To explore the ideal result of puncturing seminalvesicle and injecting drugs with sluicing and retaining ways under the guidance of transrectal ultrasound(TRUS) to treat vesiculitis.Methods:Seventy six cases with vesiculitis were randomly divided into A,B,C groups. In group A 28 cases with seminal vesicles were punctured under the guidance of TRUS,sluiced with metronidazole,injected and retained with amikacin 0.4g. In group B other 28 cases with seminal vesicles were punctured with the same method, but sluiced with 0.9% NS, injected and retained with amikacin 0.4g.Each one of A,B groups were treated this way once in ten days.One course consisted of three times. In Group C 20 cases with seminal vesicle were treated with Ofloxacin capsules P.O. and amikacin in intravenous drip.Results:Twenty five cases of group A were cured(89.3%),the alleviations rate was 7.1%(2),one case was ineffective(3.6%),the total effective rate was 96.4%.sixteen cases in group B were cured(57.1%),the

  16. Hydraulic Modeling and Evolutionary Optimization for Enhanced Real-Time Decision Support of Combined Sewer Overflows

    Science.gov (United States)

    Zimmer, A. L.; Minsker, B. S.; Schmidt, A. R.; Ostfeld, A.

    2011-12-01

    Real-time mitigation of combined sewer overflows (CSOs) requires evaluation of multiple operational strategies during rapidly changing rainfall events. Simulation models for hydraulically complex systems can effectively provide decision support for short time intervals when coupled with efficient optimization. This work seeks to reduce CSOs for a test case roughly based on the North Branch of the Chicago Tunnel and Reservoir Plan (TARP), which is operated by the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC). The North Branch tunnel flows to a junction with the main TARP system. The Chicago combined sewer system alleviates potential CSOs by directing high interceptor flows through sluice gates and dropshafts to a deep tunnel. Decision variables to control CSOs consist of sluice gate positions that control water flow to the tunnel as well as a treatment plant pumping rate that lowers interceptor water levels. A physics-based numerical model is used to simulate the hydraulic effects of changes in the decision variables. The numerical model is step-wise steady and conserves water mass and momentum at each time step by iterating through a series of look-up tables. The look-up tables are constructed offline to avoid extensive real-time calculations, and describe conduit storage and water elevations as a function of flow. A genetic algorithm (GA) is used to minimize CSOs at each time interval within a moving horizon framework. Decision variables are coded at 15-minute increments and GA solutions are two hours in duration. At each 15-minute interval, the algorithm identifies a good solution for a two-hour rainfall forecast. Three GA modifications help reduce optimization time. The first adjustment reduces the search alphabet by eliminating sluice gate positions that do not influence overflow volume. The second GA retains knowledge of the best decision at the previous interval by shifting the genes in the best previous sequence to initialize search at

  17. Hydraulic structures

    CERN Document Server

    Chen, Sheng-Hong

    2015-01-01

    This book discusses in detail the planning, design, construction and management of hydraulic structures, covering dams, spillways, tunnels, cut slopes, sluices, water intake and measuring works, ship locks and lifts, as well as fish ways. Particular attention is paid to considerations concerning the environment, hydrology, geology and materials etc. in the planning and design of hydraulic projects. It also considers the type selection, profile configuration, stress/stability calibration and engineering countermeasures, flood releasing arrangements and scouring protection, operation and maintenance etc. for a variety of specific hydraulic structures. The book is primarily intended for engineers, undergraduate and graduate students in the field of civil and hydraulic engineering who are faced with the challenges of extending our understanding of hydraulic structures ranging from traditional to groundbreaking, as well as designing, constructing and managing safe, durable hydraulic structures that are economical ...

  18. Computer simulation of the leaching and washing of waste in tanks C-106, AY-102, AZ-101, and AZ-102

    Energy Technology Data Exchange (ETDEWEB)

    MacLean, G.T.

    1997-05-01

    The waste in underground storage tanks C-106, AY-102, AZ-101, and AZ-102 will be used to prepare feed material for the proposed high level waste vitrification demonstration plant at Hanford. A chemical process simulation computer program called the Environment Simulation Program (ESP) was used to estimate the compositions and quantities of this waste and the products after pretreatment processing. The amount of precipitated material in Tank C-106 predicted to be dissolved by sluicing is 27 wt.%. The amount of precipitated material predicted to be dissolved by mild leaching is about 30% for the C-106 and AY-102 combined waste and about 50% for AZ-101, and 35% for AZ-102 wastes. The predicted caustic solution raw material requirements for leaching are 158 m{sup 3} for C-106 and AY-102, 60 m{sup 3} for AZ-101, and 146 m{sup 3} for AZ-102, all as 50 wt.% NAOH.

  19. Preventing Buoyant Displacement Gas Release Events in Hanford Double-Shell Waste Tanks

    Energy Technology Data Exchange (ETDEWEB)

    Meyer, Perry A.; Stewart, Charles W.

    2001-01-01

    This report summarizes the predictive methods used to ensure that waste transfer operations in Hanford waste tanks do not create waste configurations that lead to unsafe gas release events. The gas release behavior of the waste in existing double-shell tanks has been well characterized, and the flammable gas safety issues associated with safe storage of waste in the current configuration are being formally resolved. However, waste is also being transferred between double-shell tanks and from single-shell tanks into double-shell tanks by saltwell pumping and sluicing that create new wastes and waste configurations that have not been studied as well. Additionally, planning is underway for various waste transfer scenarios to support waste feed delivery to the proposed vitrification plant. It is critical that such waste transfers do not create waste conditions with the potential for dangerous gas release events.

  20. Assessment of River Habitat Quality in the Hai River Basin, Northern China

    Directory of Open Access Journals (Sweden)

    Yuekui Ding

    2015-09-01

    Full Text Available We applied a river habitat quality (RHQ assessment method to the Hai River Basin (HRB; an important economic centre in China; to obtain baseline information for water quality improvement; river rehabilitation; and watershed management. The results of the assessment showed that the river habitat in the HRB is seriously degraded. Specifically; 42.41% of the sites; accounting for a river length of 3.31 × 104 km; were designated poor and bad. Habitat in the plain areas is seriously deteriorated; and nearly 50% of the sites; accounting for a river length of 1.65 × 104 km; had either poor or bad habitats. River habitat degradation was attributable to the limited width of the riparian zone (≤5 m; lower coverage of riparian vegetation (≤40%; artificial land use patterns (public and industrial land; frequent occurrence of farming on the river banks and high volumes of solid waste (nearly 10 m3; single flow channels; and rare aquatic plants (≤1 category. At the regional scale; intensive artificial land use types caused by urbanization had a significant impact on the RHQ in the HRB. RHQ was significantly and negatively correlated with farmland (r = 1.000; p < 0.01 and urban land (r = 0.998; p < 0.05; and was significantly and positively correlated with grassland and woodland (r = 1.000; p < 0.01. Intensive artificial land use; created through urbanization processes; has led to a loss of the riparian zone and its native vegetation; and has disrupted the lateral connectivity of the rivers. The degradation of the already essentially black rivers is exacerbated by poor longitudinal connectivity (index of connectivity is 2.08–16.56; caused by reservoirs and sluices. For river habitat rehabilitation to be successful; land use patterns need to be changed and reservoirs and sluices will have to be regulated.

  1. Rheological evaluation of simulated neutralized current acid waste

    Energy Technology Data Exchange (ETDEWEB)

    Fow, C.L.; McCarthy, D.; Thornton, G.T.

    1986-06-01

    A byproduct of the Purex process is an aqueous waste stream that contains fission products. This waste stream, called current acid waste, is chemically neutralized and stored in double shell tanks on the Hanford Site. This neutralized current acid waste (NCAW) will be transported by pipe to B-Plant, a processing plant on the Hanford Site. Rheological and transport properties of NCAW slurry were evaluated. First, researchers conducted lab rheological evaluations of simulated NCAW. The results of these evaluations were then correlated with classical rheological models and scaled up to predict the performance that is likely to occur in the full-scale system. The NCAW in the tank will either be retrieved as is, i.e., no change in the concentration presently in the tank, or will be slightly concentrated before retrieval. Sluicing may be required to retrieve the solids. Three concentrations of simulated NCAW were evaluated that would simulate the different retrieval options: NCAW in the concentration that is presently in the tank; a slightly concentrated NCAW, called NCAW5.5; and equal parts of NCAW settled solids and water (simulating the sluicing stage), called NCAW1:1. The physical and rheological properties of three samples of each concentration at 25 and 100/sup 0/C were evaluated in the laboratory. The properties displayed by NCAW and NCAW5.5 at 25 and 100/sup 0/C allowed it to be classified as a pseudoplastic non-Newtonian fluid. NCAW1:1 at 25 and 100/sup 0/C displayed properties of a yield-pseudoplastic non-Newtonian fluid. The classical non-Newtonian models for pseudoplastic and yield-pseudoplastic fluids were used with the laboratory data to predict the full-scale pump-pipe network parameters.

  2. The effectiveness of modernized reservoir spillway functioning on Młynówka river in Górowo Iławeckie

    Directory of Open Access Journals (Sweden)

    Janusz Urbański

    2014-06-01

    Full Text Available Reservoir dams on the Młynówka river in Górowo Iławeckie were largely destroyed after flood in February 2000. In 2011 the reconstruction and modernization of the dams was pursued in order to remove the damages caused by that catastrophic flood. Among others, the reinforced concrete spillway was constructed with a tower-type crest and a bottom sluice. In this paper, hydraulic calculations were performed and further analysed to estimate the effectiveness of the modernized spillway. Inventory works and basic field measurements were carried on in necessary scope for the analysis. Hydraulic conditions of flow in channel downstream of the dam were also examined. Discharge capacity of the sluice and the spillway was calculated and helped to estimate hydraulic conditions for flood flows. The maximum capacity of a single inlet to the drain at normal level of damming (NLD is 4.68 m3·s-1, what represents about 45% of the design flow. Tower-type crest made on the ordinate NLD = 128.60 m a.s.l., provides suitable transition of design flood (Qm and control flood (Qk, maintaining a safe rising of crest crown for the buildings of safe grade four. The riverbed of Młynówka down the concrete spillway has been rebuilt at a distance of 830 m and six stone riffle, each with a height of 0.30 m, has been build. As a result of the reservoir modernization, the flood protection has been improved in the adjacent areas.

  3. Rainwater Harvesting in South India: Understanding Water Storage and Release Dynamics at Tank and Catchment Scales

    Science.gov (United States)

    Basu, N. B.; Van Meter, K. J.; Mclaughlin, D. L.; Steiff, M.

    2015-12-01

    Rainwater harvesting, the small-scale collection and storage of runoff for irrigated agriculture, is recognized as a sustainable strategy for ensuring food security, especially in monsoonal landscapes in the developing world. In south India, these strategies have been used for millennia to mitigate problems of water scarcity. However, in the past 100 years many traditional rainwater harvesting systems have fallen into disrepair due to increasing dependence on groundwater. With elevated declines in groundwater resources, there is increased effort at the state and national levels to revive older systems. Critical to the success of such efforts is an improved understanding of how these ancient water-provisioning systems function in contemporary landscapes with extensive groundwater pumping and shifted climatic regimes. Knowledge is especially lacking regarding the water-exchange dynamics of these rainwater harvesting "tanks" at tank and catchment scales, and how these exchanges regulate tank performance and catchment water balances. Here, we use fine-scale water level variations to quantify daily fluxes of groundwater, evapotranspiration, and sluice outflows in four tanks over the 2013 northeast monsoon season in a tank cascade that covers a catchment area of 28.2 km2. Our results indicate a distinct spatial pattern in groundwater-exchange dynamics, with the frequency and magnitude of groundwater inflow events (as opposed to outflow) increasing down the cascade of tanks. The presence of tanks in the landscape dramatically alters the catchment water balance, with catchment-scale runoff:rainfall ratios decreasing from 0.29 without tanks to 0.04 - 0.09 with tanks. Recharge:rainfall ratios increase in the presence of tanks, from ~0.17 in catchments without tanks to ~ 0.26 in catchments with tanks. Finally, our results demonstrate how more efficient management of sluice outflows can lead to the tanks meeting a higher fraction of crop water requirements.

  4. RETRIEVAL & TREATMENT OF HANFORD TANK WASTE

    Energy Technology Data Exchange (ETDEWEB)

    EACKER, J.A.; SPEARS, J.A.; STURGES, M.H.; MAUSS, B.M.

    2006-01-20

    The Hanford Tank Farms contain 53 million gal of radioactive waste accumulated during over 50 years of operations. The waste is stored in 177 single-shell and double-shell tanks in the Hanford 200 Areas. The single-shell tanks were put into operation from the early 1940s through the 1960s with wastes received from several generations of processing facilities for the recovery of plutonium and uranium, and from laboratories and other ancillary facilities. The overall hanford Tank Farm system represents one of the largest nuclear legacies in the world driving towards completion of retrieval and treatment in 2028 and the associated closure activity completion by 2035. Remote operations, significant radiation/contamination levels, limited access, and old facilities are just some of the challenges faced by retrieval and treatment systems. These systems also need to be able to successfully remove 99% or more of the waste, and support waste treatment, and tank closure. The Tank Farm retrieval program has ramped up dramatically in the past three years with design, fabrication, installation, testing, and operations ongoing on over 20 of the 149 single-shell tanks. A variety of technologies are currently being pursued to retrieve different waste types, applications, and to help establish a baseline for recovery/operational efficiencies. The paper/presentation describes the current status of retrieval system design, fabrication, installation, testing, readiness, and operations, including: (1) Saltcake removal progress in Tanks S-102, S-109, and S-112 using saltcake dissolution, modified sluicing, and high pressure water lancing techniques; (2) Sludge vacuum retrieval experience from Tanks C-201, C-202, C-203, and C-204; (3) Modified sluicing experience in Tank C-103; (4) Progress on design and installation of the mobile retrieval system for sludge in potentially leaking single-shell tanks, particularly Tank C-101; and (5) Ongoing installation of various systems in the next

  5. Sediment problems in reservoirs. Control of sediment deposits

    Energy Technology Data Exchange (ETDEWEB)

    Jacobsen, Tom

    1997-12-31

    When a reservoir is formed on a river, sediment will deposit in the reservoir. Such processes are unfortunate, for instance, for the implementation of hydroelectric energy. This thesis studies the problem of reservoir sedimentation and discusses methods of removing the sediments. Various aspects of reservoir sedimentation are discussed. Anthropogenic impacts seem to greatly affect the erosion processes. Temporal distribution is uneven, mainly because of the very large flood events. A world map showing the Reservoir Capacity: Annual Sediment Inflow ratio for reservoirs with volume equal to 10% of annual inflow has been prepared. The map shows that sedimentation is severe in the western parts of North and South America, eastern, southern and northern Africa, parts of Australia and most of Asia. The development of medium-sized reservoirs is difficult, as they are too large for conventional flushing technique and too small to store the sediment that accumulates during their economic lifetime. A computer model, SSIIM, was used with good results in a case study of two flood drawdown trials in Lake Roxburg, New Zealand. Two techniques have been developed that permits controlled suction of sediment and water into a pipe: the Slotted Pipe Sediment Sluicer (SPSS) and the Saxophone Sediment Sluicer (SSS). The techniques exploit the inflow pattern in through a slot in a pipe. An equation describing this inflow pattern was derived and verified experimentally. The SPSS is fixed near the reservoir bed, and sediment that deposits on top of it is removed in the sluicing process. The SSS sluices sediment from the surface of the sediment deposits. Some technical and economic conditions affecting the economics of sediment removal from reservoirs have been identified and studied. 79 refs., 112 figs., 14 tabs.

  6. Structure simulation for the end of the lock strobe%船闸闸门底枢的结构仿真

    Institute of Scientific and Technical Information of China (English)

    殷勇华; 王孟; 谢保春

    2013-01-01

    闸门是水工建筑物中的重要组成部分,是活动的挡水装置,用以调节流量、控制水位、保证工程效益的发挥。闸门形式的选定,将直接关系到水工建筑物的结构形式。闸门底枢是人字闸门、三角闸门中重要的支承运转部件,起到支撑闸门构件的作用,以及作为叶门旋转中心轴。底枢是人字闸门中最容易发生故障的部件,因而需对其进行详细的分析设计和结构仿真。%As an important part of the hydraulic structures,strobe is a retaining water activities of devices to adjust flow,control water level and ensure project efficiency.The selection of strobe forms will directly have influence on structural types of hydraulic structures.The end of the sluice strobe is the bearing and moving parts of the herringbone strobe,triangular strobe,and serves to support the strobe member,as well as acts as the rotation center axis of the leaf gate.The end of the sluice strobe is the most prone to failure of the herringbone strobe parts.So it requires a detailed analysis of the design and simulation of the component structures.

  7. RETRIEVAL & TREATMENT OF HANFORD TANK WASTE

    Energy Technology Data Exchange (ETDEWEB)

    EACKER, J.A.; SPEARS, J.A.; STURGES, M.H.; MAUSS, B.M.

    2006-01-20

    The Hanford Tank Farms contain 53 million gal of radioactive waste accumulated during over 50 years of operations. The waste is stored in 177 single-shell and double-shell tanks in the Hanford 200 Areas. The single-shell tanks were put into operation from the early 1940s through the 1960s with wastes received from several generations of processing facilities for the recovery of plutonium and uranium, and from laboratories and other ancillary facilities. The overall hanford Tank Farm system represents one of the largest nuclear legacies in the world driving towards completion of retrieval and treatment in 2028 and the associated closure activity completion by 2035. Remote operations, significant radiation/contamination levels, limited access, and old facilities are just some of the challenges faced by retrieval and treatment systems. These systems also need to be able to successfully remove 99% or more of the waste, and support waste treatment, and tank closure. The Tank Farm retrieval program has ramped up dramatically in the past three years with design, fabrication, installation, testing, and operations ongoing on over 20 of the 149 single-shell tanks. A variety of technologies are currently being pursued to retrieve different waste types, applications, and to help establish a baseline for recovery/operational efficiencies. The paper/presentation describes the current status of retrieval system design, fabrication, installation, testing, readiness, and operations, including: (1) Saltcake removal progress in Tanks S-102, S-109, and S-112 using saltcake dissolution, modified sluicing, and high pressure water lancing techniques; (2) Sludge vacuum retrieval experience from Tanks C-201, C-202, C-203, and C-204; (3) Modified sluicing experience in Tank C-103; (4) Progress on design and installation of the mobile retrieval system for sludge in potentially leaking single-shell tanks, particularly Tank C-101; and (5) Ongoing installation of various systems in the next

  8. Use of the Modified Light Duty Utility Arm to Perform Nuclear Waste Cleanup of Underground Waste Storage Tanks at Oak Ridge National Laboratory

    Energy Technology Data Exchange (ETDEWEB)

    Blank, J.A.; Burks, B.L.; DePew, R.E.; Falter, D.D.; Glassell, R.L.; Glover, W.H.; Killough, S.M.; Lloyd, P.D.; Love, L.J.; Randolph, J.D.; Van Hoesen, S.D.; Vesco, D.P.

    1999-04-01

    The Modified Light Duty Utility Arm (MLDUA) is a selectable seven or eight degree-of-freedom robot arm with a 16.5 ft (5.03 m) reach and a payload capacity of 200 lb. (90.72 kg). The utility arm is controlled in either joystick-based telerobotic mode or auto sequence robotics mode. The MLDUA deployment system deploys the utility arm vertically into underground radioactive waste storage tanks located at Oak Ridge National Laboratory. These tanks are constructed of gunite material and consist of two 25 ft (7.62 m) diameter tanks in the North Tank Farm and six 50 ft (15.24 m) diameter tanks in the South Tank Farm. After deployment inside a tank, the utility arm reaches and grasps the confined sluicing end effecter (CSEE) which is attached to the hose management arm (HMA). The utility arm positions the CSEE within the tank to allow the HMA to sluice the tank's liquid and solid waste from the tank. The MLDUA is used to deploy the characterization end effecter (CEE) and gunite scarifying end effecter (GSEE) into the tank. The CEE is used to survey the tank wall's radiation levels and the physical condition of the walls. The GSEE is used to scarify the tank walls with high-pressure water to remove the wall scale buildup and a thin layer of gunite which reduces the radioactive contamination that is embedded into the gunite walls. The MLDUA is also used to support waste sampling and wall core-sampling operations. Other tools that have been developed for use by the MLDUA include a pipe-plugging end effecter, pipe-cutting end effecter, and pipe-cleaning end effecter. Washington University developed advance robotics path control algorithms for use in the tanks. The MLDUA was first deployed in June 1997 and has operated continuously since then. Operational experience in the first four tanks remediated is presented in this paper.

  9. Preliminary engineering report waste area grouping 5, Old Hydrofracture Facility Tanks content removal project, Oak Ridge National Laboratory, Oak Ridge, Tennessee

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-06-01

    The Superfund Amendments and Reauthorization Act of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) requires a Federal Facilities Agreement (FFA) for federal facilities placed on the National Priorities List. The Oak Ridge Reservation was placed on that list on December 21, 1989, and the agreement was signed in November 1991 by the U.S. Department of Energy (DOE) Oak Ridge Operations Office, the U.S. Environmental Protection Agency (EPA) Region IV, and the Tennessee Department of Environment and Conservation (TDEC). The effective date of the FFA is January 1, 1992. One objective of the FFA is to ensure that liquid low-level waste (LLLW) tanks that are removed from service are evaluated and remediated through the CERCLA process. Five inactive LLLW tanks, designated T-1, T-2, T-3, T-4, and T-9, located at the Old Hydrofracture (OHF) Facility in the Melton Valley area of Oak Ridge National Laboratory (ORNL) have been evaluated and are now entering the remediation phase. As a precursor to final remediation, this project will remove the current liquid and sludge contents of each of the five tanks (System Requirements Document, Appendix A). It was concluded in the Engineering Evaluation/Cost Analysis [EE/CA] for the Old Hydrofracture Facility Tanks (DOE 1996) that sluicing and pumping the contaminated liquid and sludge from the five OHF tanks was the preferred removal action. Evaluation indicated that this alternative meets the removal action objective and can be effective, implementable, and cost-effective. Sluicing and removing the tank contents was selected because this action uses (1) applicable experience, (2) the latest information about technologies and techniques for removing the wastes from the tanks, and (3) activities that are currently acceptable for storage of transuranic (TRU) mixed waste.

  10. The hexameric structures of human heat shock protein 90.

    Directory of Open Access Journals (Sweden)

    Cheng-Chung Lee

    Full Text Available BACKGROUND: The human 90-kDa heat shock protein (HSP90 functions as a dimeric molecular chaperone. HSP90 identified on the cell surface has been found to play a crucial role in cancer invasion and metastasis, and has become a validated anti-cancer target for drug development. It has been shown to self-assemble into oligomers upon heat shock or divalent cations treatment, but the functional role of the oligomeric states in the chaperone cycle is not fully understood. PRINCIPAL FINDINGS: Here we report the crystal structure of a truncated HSP90 that contains the middle segment and the carboxy-terminal domain, termed MC-HSP90. The structure reveals an architecture with triangular bipyramid geometry, in which the building block of the hexameric assembly is a dimer. In solution, MC-HSP90 exists in three major oligomer states, namely dimer, tetramer and hexamer, which were elucidated by size exclusion chromatography and analytical ultracentrifugation. The newly discovered HSP90 isoform HSP90N that lacks the N-terminal ATPase domain also exhibited similar oligomerization states as did MC-HSP90. CONCLUSIONS: While lacking the ATPase domain, both MC-HSP90 and HSP90N can self-assemble into a hexameric structure, spontaneously. The crystal structure of MC-HSP90 reveals that, in addition to the C-terminal dimerization domain, the residue W320 in the M domain plays a critical role in its oligomerization. This study not only demonstrates how the human MC-HSP90 forms a hexamer, but also justifies the similar formation of HSP90N by using 3D modeling analysis.

  11. Characteristics of a cylindrical collector mirror for laser-produced xenon plasma soft X-rays and improvement of mirror lifetime by buffer gas.

    Science.gov (United States)

    Inoue, Tomoaki; Mochizuki, Takayasu; Miyamoto, Shuji; Masuda, Kazuya; Amano, Sho; Kanda, Kazuhiro

    2012-12-01

    The focusing characteristics of a ruthenium-coated cylindrical mirror were investigated on the basis of its ability to collect and focus broadband 5-17-nm soft X-rays emitted from a laser-produced plasma. Based on the plasmas spectral intensity distribution and the reflectivity function of the mirror, we defined the optimum position of the integrated cylindrical mirror at which the X-ray energy flux transported and focused through the mirror was maximum. A minimum spot diameter of 22 mm at a distance of approximately 200 mm from a soft X-ray source was confirmed. The maximum intensity of the collected soft X-rays was 1.3 mJ/cm(2) at the center of the irradiation zone. Thus, the irradiation intensity was improved by approximately 27 times when compared to that of 47 μJ/cm(2) without the mirror. The debris sputtering rate on the reflection surface of the mirror can be reduced to 1/110 by argon gas at 11 Pa, while the attenuation rate of the soft X-rays due to absorption by the buffer gas can be suppressed to less than 10% at the focal point. The focusing property of the mirror is expected to be maintained for 3000 h or longer without significant degradation for a 100 W/320 pps laser shot if the ruthenium layer is thicker than 10 μm. These results suggest that a stand-alone broadband soft X-ray processing system can be realized by using laser-produced plasma soft X-rays.

  12. Hydroacoustic Evaluation of Overwintering Summer Steelhead Fallback and Kelt Passage at The Dalles Dam, 2009-2010

    Energy Technology Data Exchange (ETDEWEB)

    Khan, Fenton; Johnson, Gary E.; Weiland, Mark A.

    2010-07-31

    This report presents the results of an evaluation of overwintering summer steelhead (Oncorhynchus mykiss) fallback and early out-migrating steelhead kelts downstream passage at The Dalles Dam (TDA) sluiceway and turbines during fall/winter 2009 through early spring 2010. The study was conducted by the Pacific Northwest National Laboratory (PNNL) for the U.S. Army Corps of Engineers, Portland District (USACE). The goal of this study was to characterize adult steelhead spatial and temporal distributions and passage rates at the sluiceway and turbines for fisheries managers and engineers to use in decision-making relative to sluiceway operations. The study was from November 1, 2009 to April 10, 2010. The study was divided into three study periods: Period 1, November 1 - December 15, 2009 for a fall/winter sluiceway and turbine study; Period 2, December 16, 2009 - February 28, 2010 for a turbine only study; Period 3, March 1 - April 10, 2010 for a spring sluiceway and turbine study. Sluiceway operations were scheduled to begin on March 1 for this study; however, because of an oil spill cleanup near the sluice outfall, sluiceway operations were delayed until March 8, 2010, therefore the spring study period did not commence until March 8. The study objectives were to (1) estimate the number and distribution of overwintering summer steelhead fallbacks and kelt-sized acoustic targets passing into the sluiceway and turbines at TDA between November 1 and December 15, 2009 and March 1 and April 10, 2010, and (2) estimate the numbers and distribution of adult steelhead and kelt-sized targets passing into turbine units between December 16, 2009 and February 28, 2010. We obtained fish passage data using fixed-location hydroacoustics. For Period 1, overwintering summer steelhead fallback occurred throughout the 45-day study period. A total of 879 {+-} 165 (95% CI) steelhead targets passed through the powerhouse and sluiceway during November 1 to December 15, 2009. Ninety two

  13. The socioecohydrology of rainwater harvesting in India: understanding water storage and release dynamics across spatial scales

    Science.gov (United States)

    Van Meter, Kimberly J.; Steiff, Michael; McLaughlin, Daniel L.; Basu, Nandita B.

    2016-07-01

    Rainwater harvesting (RWH), the small-scale collection and storage of runoff for irrigated agriculture, is recognized as a sustainable strategy for ensuring food security, especially in monsoonal landscapes in the developing world. In south India, these strategies have been used for millennia to mitigate problems of water scarcity. However, in the past 100 years many traditional RWH systems have fallen into disrepair due to increasing dependence on groundwater. This dependence has contributed to accelerated decline in groundwater resources, which has in turn led to increased efforts at the state and national levels to revive older RWH systems. Critical to the success of such efforts is an improved understanding of how these ancient systems function in contemporary landscapes with extensive groundwater pumping and shifted climatic regimes. Knowledge is especially lacking regarding the water-exchange dynamics of these RWH tanks at tank and catchment scales, and how these exchanges regulate tank performance and catchment water balances. Here, we use fine-scale, water-level variation to quantify daily fluxes of groundwater, evapotranspiration (ET), and sluice outflows in four tanks over the 2013 northeast monsoon season in a tank cascade that covers a catchment area of 28 km2. At the tank scale, our results indicate that groundwater recharge and irrigation outflows comprise the largest fractions of the tank water budget, with ET accounting for only 13-22 % of the outflows. At the scale of the cascade, we observe a distinct spatial pattern in groundwater-exchange dynamics, with the frequency and magnitude of groundwater inflows increasing down the cascade of tanks. The significant magnitude of return flows along the tank cascade leads to the most downgradient tank in the cascade having an outflow-to-capacity ratio greater than 2. At the catchment scale, the presence of tanks in the landscape dramatically alters the catchment water balance, with runoff decreasing by

  14. The socio-ecohydrology of rainwater harvesting in India: understanding water storage and release dynamics at tank and catchment scales

    Science.gov (United States)

    Van Meter, K. J.; Basu, N. B.; McLaughlin, D. L.; Steiff, M.

    2015-11-01

    Rainwater harvesting (RWH), the small-scale collection and storage of runoff for irrigated agriculture, is recognized as a sustainable strategy for ensuring food security, especially in monsoonal landscapes in the developing world. In south India, these strategies have been used for millennia to mitigate problems of water scarcity. However, in the past 100 years many traditional RWH systems have fallen into disrepair due to increasing dependence on groundwater. This dependence has contributed to an accelerated decline in groundwater resources, which has in turn led to increased efforts at the state and national levels to revive older RWH systems. Critical to the success of such efforts is an improved understanding of how these ancient systems function in contemporary landscapes with extensive groundwater pumping and shifted climatic regimes. Knowledge is especially lacking regarding the water-exchange dynamics of these RWH "tanks" at tank and catchment scales, and how these exchanges regulate tank performance and catchment water balances. Here, we use fine-scale water-level variation to quantify daily fluxes of groundwater, evapotranspiration (ET), and sluice outflows in four tanks over the 2013 northeast monsoon season in a tank cascade that covers a catchment area of 28 km2. At the tank scale, our results indicate that groundwater recharge and irrigation outflows comprise the largest fractions of the tank water budget, with ET accounting for only 13-22 % of the outflows. At the scale of the cascade, we observe a distinct spatial pattern in groundwater-exchange dynamics, with the frequency and magnitude of groundwater inflows increasing down the cascade of tanks. The significant magnitude of return flows along the tank cascade leads to the most downgradient tank in the cascade having an outflow-to capacity ratio greater than 2. The presence of tanks in the landscape dramatically alters the catchment water balance, with runoff decreasing by nearly 75 %, and

  15. 北运河通航开发及综合治理方案初探%Preliminary study on navigation development and comprehensive improvement of North Cannel

    Institute of Scientific and Technical Information of China (English)

    张雅卓; 李绍武

    2011-01-01

    在深入调研京杭大运河历史及现状的基础上,对北运河北京通州北关闸至天津北辰屈家店枢纽段的通航及综合开发的可行性进行了探讨.分析了北运河通航的主要技术难点,针对V级和Ⅵ级航道两个航道等级,进行了两船闸和四船闸的通航技术方案对比;并从水资源综合利用、防洪工程、航道整治、闸坝和桥梁改造、码头布置、景观营建及水质修复等方面进行了广泛探索,提出对北运河通航开发应该综合治理,除了考虑通航本身的技术要求,还应注重传承和延续运河千年漕运文化,营造宜居的生态环境.%Based on a deep investigation on the history and present status of Jinghang Grand Canal, the feasibility of the navigation and comprehensive improvement of the river reach of the North Canal between Beiguan Sluice in Tongzhou Distrct of Beijing and Qujiadian Barrage Project in Beichen District of Tianjin is studied; in which the main technical difficulties of the navigation of the canal is analyzed, and then the technical schemes for the navigation with two ship-locks and four ship-locks are compared in accordance with the waterway classifications of both Ⅴ and Ⅵ. Furthermore, an extensive study is made from the aspects such as the comprehensive utilization of water resources, flood control project, waterway regulation, sluice and bridge reconstruction, layout of wharf and pier, construction of landscape, water quality restoration, etc. It is recommended that a comprehensive improvement must be made on the navigation development of the canal, I. E. Besides the consideration on the technical requirement of the navigation, the water transport culture of the canal with a history of nearly a thousand years must be inherited and continued , while the eco-environment suitable for living must be constructed as well.

  16. Gunite and Associated Tanks Waste Conditioning System: Description and Operational Summary

    Energy Technology Data Exchange (ETDEWEB)

    Emison, JA

    2002-03-14

    The purpose of this report is to describe and document the function, operational performance, problems encountered, lessons-learned, and overall assessment of the performance of the waste conditioning system (WCS) in the Gunite{trademark} and Associated Tanks (GAAT) remediation project at the Oak Ridge National Laboratory (ORNL). The GAAT are located in the main plant area of ORNL in the North and South Tank Farms. These tanks were constructed in 1943 as part of the Manhattan Project during World War II. Each tank in the South Tank Farm (STF) has a 50-ft inside diameter and a capacity of {approx}170,000 gal. Each Gunite tank in the North Tank Farm (NTF) has a 25-ft inside diameter with a capacity of {approx}44,000 gal. The GAAT were designed to receive radioactive and chemical wastes from ORNL processes. The tanks were constructed of Gunite, which is created by pneumatically spraying concrete over a wire mesh. Following construction, the site was backfilled so the domes of the tanks were covered with {approx}6 ft of earth. The STF tanks (W-5, -6, -7, -8, -9, and -10) are set in a 2 x 3 array with an east-west axis. The two GAAT in the NTF are on the north side of Central Avenue, and the STF is across the street. One additional Gunite tank, TH-4, is located {approx}300 ft east of the STF. TH-4 is a smaller, 20-ft inside diameter tank with a capacity of {approx}14,000 gal. Approximately 90% of the sludge inventory was removed from the STF tanks during a sluicing campaign in 1982-84 (Autry et al., 1990). Over 95% of the residual from the original sluicing was removed during the GAAT Remediation Project of 1997-2000. The NTF and STF tanks, as well as tank TH-4 were remediated under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) with regulatory oversight by the U.S. Environmental Protection Agency (EPA) and the Tennessee Department of Environment and Conservation (TDEC).

  17. The socio-ecohydrology of rainwater harvesting in India: understanding water storage and release dynamics at tank and catchment scales

    Directory of Open Access Journals (Sweden)

    K. J. Van Meter

    2015-11-01

    Full Text Available Rainwater harvesting (RWH, the small-scale collection and storage of runoff for irrigated agriculture, is recognized as a sustainable strategy for ensuring food security, especially in monsoonal landscapes in the developing world. In south India, these strategies have been used for millennia to mitigate problems of water scarcity. However, in the past 100 years many traditional RWH systems have fallen into disrepair due to increasing dependence on groundwater. This dependence has contributed to an accelerated decline in groundwater resources, which has in turn led to increased efforts at the state and national levels to revive older RWH systems. Critical to the success of such efforts is an improved understanding of how these ancient systems function in contemporary landscapes with extensive groundwater pumping and shifted climatic regimes. Knowledge is especially lacking regarding the water-exchange dynamics of these RWH "tanks" at tank and catchment scales, and how these exchanges regulate tank performance and catchment water balances. Here, we use fine-scale water-level variation to quantify daily fluxes of groundwater, evapotranspiration (ET, and sluice outflows in four tanks over the 2013 northeast monsoon season in a tank cascade that covers a catchment area of 28 km2. At the tank scale, our results indicate that groundwater recharge and irrigation outflows comprise the largest fractions of the tank water budget, with ET accounting for only 13–22 % of the outflows. At the scale of the cascade, we observe a distinct spatial pattern in groundwater-exchange dynamics, with the frequency and magnitude of groundwater inflows increasing down the cascade of tanks. The significant magnitude of return flows along the tank cascade leads to the most downgradient tank in the cascade having an outflow-to capacity ratio greater than 2. The presence of tanks in the landscape dramatically alters the catchment water balance, with runoff decreasing by

  18. Study on the Flow Characteristics of the Plane Segment Double Gate%平面弧形双开闸门闸下水流流动特性研究

    Institute of Scientific and Technical Information of China (English)

    郭芮; 傅宗甫

    2014-01-01

    It had been tested by the physical model test on the plane segment double gate,according to observing the three cases of the symmetrical open double gate,the asymmetrical open double gate and the floating gate operation,measuring the hydraulic parameters such as upstream and downstream water level of the gate,water discharge through sluice and the gate opening and analyzing the flow pattern after the current of double gate,it can summarize the flow characteristics when the plane segment double gate is working. When opening the gate symmetry,there have no ad-verse effects of flow pattern under sluice gate operation,the mainstream in concentrated in the middle of the river,and the recirculation zone is sym-metry on both sides of the gate. When opening the gate asymmetry,the smaller gate opening has great influence of the flow pattern than the bigger gate opening. When the floating gate operation,the mainstream is concentrated in the both sides of the sea overflow section,the river formed at the central part of two weak period conversion of the recirculation zone.%通过平面弧形双开闸门物理模型试验,对闸门对称开启、不对称开启和浮起运行三种情况的闸下水流流态进行了观测,测量闸门上下游水位、过闸流量、闸门开度等水力参数,分析闸下水流流态,总结出平面弧形双开闸门运行时闸下水流流动的特性。闸门对称开启时,闸下没有影响闸门运行的不良流态,主流居中,两侧回流区对称;闸门不对称开启时,闸门的开度小比开度大时对流态的影响大;闸门浮起运行时,闸下海漫段主流偏于两侧,河道中心部位形成两个强弱周期转换的回流区。

  19. The effect of continuous natural roughness onhydraulic jump characteristics on the stone ramps

    Directory of Open Access Journals (Sweden)

    M. F. Maghrebi

    2017-01-01

    Full Text Available Introduction: The hydraulic jump happens when flow transfers from supercritical regime to subcritical regime. The hydraulic jump on smooth bed is called the classic hydraulic jump. One way to increase the energy dissipation in a hydraulic jump is to roughen the bed. Elements including stabilizers and baffle blocks are commonly used as the energy dissipators in stilling basins to stabilize the location and decrease the length and conjugate depths of the hydraulic jumps. If roughness elements are placed uniformly on the bed and orthogonal to the flow direction, the formed jump is addressed as the hydraulic jump on rough bed. Recently, implementing short energy dissipaters and environment friendly rough beds have attracted attention and justify more research in these fields. Recent studies have addressed hydraulic jump on rough beds ([14], [5], and [12]. Relative roughness parameter first defined by Rajaratnam to investigate the jump characteristics and other researchers then used this parameter to investigate the characteristics of jump on rough bed. In this research, similar experiments to Pagliara et al (5 are designed to study continuous and natural rough beds. Materials and Methods: All the experiments have been arranged and carried out in the hydraulic laboratory of Ferdowsi University, Mashhad Iran. Hydraulic jump characteristicswere measured in a horizontal rectangular flume, 0.30 m wide, 0.50 m deep, and 11 m long, with smooth glass side walls.The rough bed was simulated by gluing a layer of uniform gravel material with middle diameter 3.5mm and 11mm on a glass plate which was placed on the flume, throughout its length .In the physical model, to simulate a supercritical flow with three constant initial depths including , 1.5 and ,a steel sluice gate is installed. Furthermore, to stabilize the location ofhydraulic jump and create a free-surface jump, a sharp-crested weir with the same width as the channel width is installed at the end of

  20. Suspended silt concentrations in the lower Olifants River (Mpumalanga and the impact of silt releases from the Phalaborwa Barrage on water quality and fish survival

    Directory of Open Access Journals (Sweden)

    Y. Buermann

    1995-09-01

    Full Text Available Silt loads in the Olifants and Sabie river systems inside the Kruger National Park, were monitored by collecting water samples every consecutive week for a period of 20 months. The variation in silt concentration, changes in selected physico-chemical water quality variables and fish mortalities during flushing (i.e. release of silt, by sluicing of the Phalaborwa Barrage, were also monitored. The Olifants River inside the Kruger National Park carried high silt loads in summer; in the dry season the suspensoid load was greatly reduced. A similar pattern was observed in the Sabie River, but the silt loads were generally lower. It was apparent that silt loads released from the Phalaborwa Barrage led to large variations in the natural silt loads of the Olifants River. These increased amounts of silt (25 000 mg/1 to >70 000 mg/1 caused drastic reductions in the dissolved oxygen concentration of the water, ranging from >6 mg/1 to 0 mg/1. Depending on the severity and duration of the flushing, fish succumb to such silt loads. These findings, as well as published information, indicate that the management strategy of flushing to improve storage capacity is ecological unacceptable. It is therefore suggested that the use of the Phalaborwa Barrage as a future reservoir should be critically re-evaluated.

  1. Alternative Chemical Cleaning Methods for High Level Waste Tanks: Actual Waste Testing with SRS Tank 5F Sludge

    Energy Technology Data Exchange (ETDEWEB)

    King, William D. [Savannah River Site (SRS), Aiken, SC (United States). Savannah River National Lab. (SRNL); Hay, Michael S. [Savannah River Site (SRS), Aiken, SC (United States). Savannah River National Lab. (SRNL)

    2016-08-30

    Solubility testing with actual High Level Waste tank sludge has been conducted in order to evaluate several alternative chemical cleaning technologies for the dissolution of sludge residuals remaining in the tanks after the exhaustion of mechanical cleaning and sludge sluicing efforts. Tests were conducted with archived Savannah River Site (SRS) radioactive sludge solids that had been retrieved from Tank 5F in order to determine the effectiveness of an optimized, dilute oxalic/nitric acid cleaning reagent toward dissolving the bulk non-radioactive waste components. Solubility tests were performed by direct sludge contact with the oxalic/nitric acid reagent and with sludge that had been pretreated and acidified with dilute nitric acid. For comparison purposes, separate samples were also contacted with pure, concentrated oxalic acid following current baseline tank chemical cleaning methods. One goal of testing with the optimized reagent was to compare the total amounts of oxalic acid and water required for sludge dissolution using the baseline and optimized cleaning methods. A second objective was to compare the two methods with regard to the dissolution of actinide species known to be drivers for SRS tank closure Performance Assessments (PA). Additionally, solubility tests were conducted with Tank 5 sludge using acidic and caustic permanganate-based methods focused on the “targeted” dissolution of actinide species.

  2. With Weekly Astronomy Tips Against the Weekly Papers' Astrology Humbug

    Science.gov (United States)

    Szécsényi-Nagy, G. A.

    2006-08-01

    The true democracy - following a long lasting monolithic political-cultural system of the so-called Peoples' Democracy -- freed the sluices in the early nineties for any absurd written idea. No really powerful newspapers or widely circulated magazines were allowed to publish any destructive astrological advice during those 40 years. Although here and there, somehow, it appeared cloaked but was unable to reach the wide public. The first signs of these unwanted changes reached our nation through the electronic media (first of all television, of course ) but very soon a whirl of everyday astrology has occupied a substantial part of almost every newspaper.This situation urges professional and amateur astronomers, astrophysicists, as well as other skeptic scientists and journalists to set their face against any ideas of pseudo-science. In our country, the most has been done by the Hungarian Astronomical Association and the Roland Eötvös Physical Society.I intend to call the attention of our colleagues from other countries and regions to these brave initiatives, and inform them on some useful steps and their first results. I also expect a vivid exchange of the opinions and strategies that can build and develop a wiser society in the over-industrialized or consuming-oriented countries

  3. 基于SEEP/W的重力坝渗流稳定分析%The Gravity Dam Seepage Stability Analysis Based on the SEEP/W

    Institute of Scientific and Technical Information of China (English)

    陈向阳; 庹涛

    2011-01-01

    For the complex geological conditions of a hydropower station, use SEEP/W software to analyze the seepage stability of the retaining dam section of the gravity dam in two conditions. The results show that the arrangement structure of seepage system depending on vertical antiseepage wall, combing horizontal anti-seepage with drainage, water filtering measurement, is reasonable, can effectively decrease the pressure of sluice foundation seepage and controls seepage flow, meeting the requirement of the seepage stability of foundation.%针对某水电站的复杂地质条件,利用SEEP/W软件对重力坝挡水坝段在两种工况下的渗流稳定性进行了分析。结果表明,该水电站以垂直防渗墙为主、水平防渗与排水、滤水措施相结合的防渗体系的布置结构合理,可以有效地降低闸基渗透压力和控制基础渗流量,能够满足地基的渗透稳定性要求。

  4. Connectivity between migrating and landlocked populations of a diadromous fish species investigated using otolith microchemistry.

    Directory of Open Access Journals (Sweden)

    Ingrid Tulp

    Full Text Available Smelt Osmerus eperlanus has two different life history strategies in The Netherlands. The migrating population inhabits the Wadden Sea and spawns in freshwater areas. After the closure of the Afsluitdijk in 1932, part of the smelt population became landlocked. The fresh water smelt population has been in severe decline since 1990, and has strongly negatively impacted the numbers of piscivorous water birds relying on smelt as their main prey. The lakes that were formed after the dike closure, IJsselmeer and Markermeer have been assigned as Natura 2000 sites, based on their importance for (among others piscivorous water birds. Because of the declining fresh water smelt population, the question arose whether this population is still supported by the diadromous population. Opportunities for exchange between fresh water and the sea are however limited to discharge sluices. The relationship between the diadromous and landlocked smelt population was analysed by means of otolith microchemistry. Our interpretation of otolith strontium ((88Sr patterns from smelt specimens collected in the fresh water area of Lake IJsselmeer and Markermeer, compared to those collected in the nearby marine environment, is that there is currently no evidence for a substantial contribution from the diadromous population to the spawning stock of the landlocked population.

  5. Annual Energy Production (AEP) optimization for tidal power plants based on Evolutionary Algorithms - Swansea Bay Tidal Power Plant AEP optimization

    Science.gov (United States)

    Kontoleontos, E.; Weissenberger, S.

    2016-11-01

    In order to be able to predict the maximum Annual Energy Production (AEP) for tidal power plants, an advanced AEP optimization procedure is required for solving the optimization problem which consists of a high number of design variables and constraints. This efficient AEP optimization procedure requires an advanced optimization tool (EASY software) and an AEP calculation tool that can simulate all different operating modes of the units (bidirectional turbine, pump and sluicing mode). The EASY optimization software is a metamodel-assisted Evolutionary Algorithm (MAEA) that can be used in both single- and multi-objective optimization problems. The AEP calculation tool, developed by ANDRITZ HYDRO, in combination with EASY is used to maximize the tidal annual energy produced by optimizing the plant operation throughout the year. For the Swansea Bay Tidal Power Plant project, the AEP optimization along with the hydraulic design optimization and the model testing was used to evaluate all different hydraulic and operating concepts and define the optimal concept that led to a significant increase of the AEP value. This new concept of a triple regulated “bi-directional bulb pump turbine” for Swansea Bay Tidal Power Plant (16 units, nominal power above 320 MW) along with its AEP optimization scheme will be presented in detail in the paper. Furthermore, the use of an online AEP optimization during operation of the power plant, that will provide the optimal operating points to the control system, will be also presented.

  6. 流固耦合对深覆盖层内防渗墙应力变形的影响%Influences of Stress-seepage Coupling on Stress-deformation of Cutoff Wall in Deep Overburden

    Institute of Scientific and Technical Information of China (English)

    吕高峰; 王柳江; 严俊

    2012-01-01

    深厚覆盖层为多孔岩土介质,应力场与渗流场相互作用,存在流固耦合效应.基于比奥固结理论,建立了渗流场与应力场耦合的数学模型;计算分析了某闸坝工程深厚覆盖层基础内防渗墙的应力变形.研究结果表明,考虑流固耦合效应的防渗墙应力变形比不考虑流固耦合效应的要小.%Because the earth and rock materials in deep overburden are mainly consisted of porous geotechnical media, the stress and seepage fields are interacted which is known as the coupling effect between the stress and seepage fields. Based on Biot's consolidation theory, a mathematical model and its finite element calculation formula accounting for the stress—seepage coupling are established and applied to calculate the stress-deformation of cutoff wall in a deep overburden under a sluice dam. The calculation shows that the stress-deformation of the cutoff wall after considering the coupling effect is smaller than that without considering the coupling effect.

  7. 环氧涂层材料在厄瓜多尔 CCS水电站中的应用%Epoxy Coating Material Applied In Ecuador CCS Hydropower Station

    Institute of Scientific and Technical Information of China (English)

    陈攀; 费雷刚; 孙永波

    2015-01-01

    针对SK手刮聚脲、YEC环氧防护涂层材料、YEM环氧砂浆及高强混凝土4种材料进行水下冲磨试验,根据实验结果对比分析:YEC环氧防护涂层材料具有较好的施工环境适应性和对混凝土更好的粘结性能,施工方便。选择使用YEC环氧涂层材料进行CCS水电站冲沙闸下游护坦混凝土的抗冲磨防护。%The Erosion and Abrasion Resistance test include SK -PU coating,YEC Epoxy coating , YEM Epoxy mortar,High-strength Concrete four materials.based on comparative analysis of the ex-perimental results:YEC epoxy coating material has better environmental adaptability and better bond-ing properties of concrete , convenient construction .YEC epoxy coating material has been used for E-rosion and Abrasion Resistance of Downstream Apron of Flushing Sluice , Ecuador CCS Hydropower Station.

  8. Application of density current desilting method in one reservoir%异重流排沙方法在某水库中的应用

    Institute of Scientific and Technical Information of China (English)

    杨德丽

    2012-01-01

      A reservoir of Xinjiang Uigur Autonomous Region always has silt depositing at reservoir bottom due to surface erosion from winter snow and spring rain. According to the yearly regulating plan of reservoir and the flood characteristics of river basin,density current desilting through deep sand flushing sluice can be implemented at ap⁃propriate time by use of the density difference between clear water and muddy water. Density current desilting meth⁃od is feasible as demonstrated by calculating results and good practical desilting effects.%  新疆某水库流域地表经冬春雨雪侵蚀后泥沙沉积库底,根据水库年度调度计划和流域河流的洪水特性,选择适时利用清水与浑水产生的密度差,采用深孔排沙放空洞异重流排沙,经计算和实施效果验证,排沙效果好,异重流排沙方法可行。

  9. 南水北调中线控制专网计算机网络技术探讨%Discuss on Computer Network Technology of Control Private Network in Middle Route Project for South-to-North Water

    Institute of Scientific and Technical Information of China (English)

    王敏

    2014-01-01

    根据南水北调中线工程远程闸站监控系统的控制专网计算机组网需求,结合现有主流计算机网络组网技术,阐述控制专网组网设计原则,通过对提出的3个计算机组网技术方案进行详细的技术比较和分析,给出控制专网的最优组网解决方案。%Based on the demand of control private network of remote sluice-station monitoring system of Middle Route Project for South-to-North Water, this paper explains the principles of constructing control private network in view of the current network construction technology of computer network. The optimal solution for constructing control private network is proposed through comparing and analyzing three solutions of computer networking technology in detail.

  10. Flood mitigation through optimal control of a network of multi-purpose reservoirs by using Model Predictive Control

    Science.gov (United States)

    MyoLin, Nay; Rutten, Martine; van de Giesen, Nick

    2016-04-01

    Flooding is a common natural disaster in the world. Construction of reservoirs, sluice gates, dikes, embankments and sea walls are implemented to minimize loss of life and property in a flood event. Rather than completely relying on large structural measures, non-structural measures such as real time control of a reservoir system can also improve flood prevention and water supply in a river basin. In this paper, we present the optimal operation of a multi-reservoir system by using Model Predictive Control (MPC) and particular attention is focused on flood mitigation of the Sittaung River Basin, Myanmar. The main challenges are non-linearity in the dynamic behavior of the water system and exponential growth of computational complexity with the state and control dimension. To deal with an issue related to non-linearity, we applied simplified internal model based on linearization scheme with a large grid length. For solving curse of dimensionality, we utilize the reduced model in which the states of the system are reduced by considering outflows from uncontrolled catchments as disturbances in the water system. We also address the computational time for real time control by using large time step scheme. Simulation results indicate that this model is able to use for real time control of a reservoir system addressing trade-offs between the multiple objectives.

  11. Placer Gold Composition and Provenance Studies in the Kuznetskiy Alatau and Western Sayan, South-East Siberia: Results of Field Trip, Summer 2014

    Directory of Open Access Journals (Sweden)

    G. J.G. Paxman

    2015-03-01

    Full Text Available This article presents the results of a study of gold samples obtained by students during a practical field trip in the summer of 2014. Placer gold samples retrieved from four rivers in southeast Siberia (Khakassia and Tyva territories by panning and sluicing were described and analyzed compositionally by Scanning Electron Microscopy. There is evidence from grain flattening and morphology for significant variations in gold transport distance, both within and between sample locations. The composition and texture of gold is compared to similar studies in the Yukon, and it is inferred that most of the placer gold in the region originated from orogenic lode sources. This orogenic gold is of Devonian to Carboniferous age. There is also evidence for a contribution from igneous intrusion-related bedrock gold, which is supported by the presence of granite, granodiorite and sienite intrusions of Devonian age. There is scope for further study, since relatively few grains were analyzed here. In addition, if compositional data of the prospective primary gold deposits can be obtained, there would be potential for more precise determination of provenance.

  12. Numerical simulation of turbidity current using V2-f turbulence model

    Directory of Open Access Journals (Sweden)

    a. Mehdizadeh

    2008-01-01

    Full Text Available The deposition behavior of fine sediment is an important phenomenon, and yet unclear to engineers concerned about reservoir sedimentation. An elliptic relaxation turbulence model ( 2 n - f model has been used to simulate the motion of turbid density currents laden with fine solid particles. During the last few years, the 2 n - f turbulence model has become increasingly popular due to its ability to account for near-wall damping without use of damping functions. The 2 n - f model has also proved to be superior to other RANS (Reynolds-Averaged Navier-Stokes methods in many fluid flows where complex flow features are present. This current becomes turbulent at low Reynolds number (order 1000. The k -e model, which was standardized for high Reynolds number and isotropic turbulence flow, cannot simulate the anisotropy and nonhomogenous behavior near the wall. In this study, the turbidity current with a uniform velocity and concentration enters the channel via a sluice gate into a lighter ambient fluid and moves forward down-slope. The model has been validated by available experimental data sets. Moreover, results have been compared with the standard k -e turbulence model. The deposition of particles and the effects of their fall velocity on concentration distribution, Richardson number, and the deposition rate are also investigated. The results show that the coarse particles settle rapidly and make the deposition rate higher.

  13. EXPERIMENTAL INVESTIGATION ON THE FLOW THROUGH HANGED-PLATE OF THE TWO-STOREY INTAKE

    Institute of Scientific and Technical Information of China (English)

    2002-01-01

    This paper introduces a new concept of the de-sign of the two storey intake in rivers with deficient discharge,gravel bed and higher diversion ratio. Instead of using classi-cal types of intake, a kind of two-level hanged-plate intake de-signs was suggested. The hanged-plate was arranged in themiddle level depth of flow and flow was separated to two por-tions I. E. The region above the hanged-plate and the regionunder the hanged-plate. In such way, the upper stream flowsinto channel and the bottom stream becomes the pressureflow. By using this arrangement, clearer water including lesssediment are deflected into irrigation channel in addition to in-creasing the transport sediment ratio. In this paper, flow pat-terns, velocity profile, pressure distribution, and diversionratio were studied experimentally for two different headers ofhanged-plate, P-weir and L-weir. The main characteristics offlow through hanged-plate was also inverstigated and com-pared with each other. The design works better in comparisonwith artificial band, sluice dam intake work, and so on.

  14. A strategy to measure the Lamb shift in a superconducting two-level system embedded in a thermal broadband reservoir

    Energy Technology Data Exchange (ETDEWEB)

    Gramich, Vera; Ankerhold, Joachim [Institut fuer Theoretische Physik, Universitaet Ulm, Albert-Einstein-Allee 11, 89069 Ulm (Germany); Solinas, Paolo; Moettoenen, Mikko [Department of Applied Physics/COMP, Aalto University, P.O. Box 14100, FI-00076 Aalto (Finland); Low Temperature Laboratory, Aalto University, P.O. Box 13500, FI-00076 Aalto (Finland); Pekola, Jukka [Low Temperature Laboratory, Aalto University, P.O. Box 13500, FI-00076 Aalto (Finland)

    2012-07-01

    Realistic quantum systems are never completely isolated. Even a single atom in zero-temperature vacuum is influenced by the zero-point fluctuations of the electromagnetic field which in turn induces a shift of its transition frequencies known as the Lamb shift. Cavity quantum electrodynamics (QED) provides a particularly convenient setup to observe this shift since the restricted geometries of the cavities allow the atoms to interact only with the fluctuations of single harmonic fields. In contrast to single-frequency environments, typical reservoirs for mesoscopic solid-state devices are characterized by broadband spectral distributions in thermal equilibrium. Within weak-coupling master equations even explicit expressions for the reservoir-induced frequency shifts can be derived, while associated experimental observations are still missing. To fill this gap, we discuss and analyze a theoretical proposal to retrieve the Lamb shift for a superconducting two-level system embedded in an Ohmic environment. Moreover, we present a possible way to measure the Lamb shift in a circuit containing a Cooper pair sluice.

  15. Geophysical exploration for preserving archaeological site in construction projects; Kokudo no kaihatsu to iseki hozon no tame no butsuri tansa

    Energy Technology Data Exchange (ETDEWEB)

    Karube, H. [OYO Corp., Tokyo (Japan)

    1997-12-01

    When considering more harmonious ways of mutual existence of development and preservation of buried cultural assets subjected to today`s social demand, how far can exploration of archeological sites make a contribution. This paper discusses the possibility thereof while introducing some examples of explorations done in recent years. The geophysical exploration includes the following groups of ancient tombs (field improvement operations using underground radar), remains of ditches around ancient temples (construction of golf courses using underground radar and electric exploration), castles in the modern period (urban redevelopment using electric exploration and underground radar), castles in the medieval period (improvement of parks in hilly areas using underground radar), moated settlements (improvement of historic site parks using underground radar and electric exploration), remains of settlements (land improvement operations using underground radar), two kiln remains (highway construction using magnetic exploration), bronze wares (road construction using electromagnetic method and metal exploration), and remains of stream sluices in the modern period (development of four rivers using underground radar, specific resistance imaging method, and gravity exploration). It is intended to take up as a theme for the future development issues that how archeological conceptions should be `fused` into scientific technologies. 5 refs., 20 figs., 5 tabs.

  16. Simon Stevin’s Vita politica. Het Burgherlick leven (1590

    Directory of Open Access Journals (Sweden)

    Catherine Secretan

    2012-08-01

    Full Text Available Simon Stevin has recently enjoyed a renewed interest. Long considered as mainly an engineer and a mathematician, he also earned fame for having been military advisor to Stadtholder Maurice of Nassau during almost 20 years. His lasting reputation as a scientist was due to his outstanding theoretical works (in algebra, physics, calculation of interest, linguistics, architecture, music theory, etc. and to his highly innovative technological achievements in various fields: sluices, mills, fortification, navigation, etc. But new aspects of his work have been brought to light, concerning among others his political thought. The short discourse written in Dutch and published in Leiden in 1590, Vita politica. Het Burgherlick Leven, proves to be a very original political treatise. Stevin here distances himself from both the 'mirrors-for-princes' literary genre and the humanists' claim on a privileged relationship with the supreme political power, asserting instead the capability of any citizen to make a statement on politics. In addition, he deals with the question of civic life as a practical issue.

  17. Reservoir Operation to Minimize Sedimentation

    Directory of Open Access Journals (Sweden)

    Dyah Ari Wulandari

    2013-10-01

    Full Text Available The Wonogiri Reservoir capacity decreases rapidly, caused by serious sedimentation problems. In 2007, JICA was proposed a sediment storage reservoir with a new spillway for the purpose of sediment flushing / sluicing from The Keduang River. Due to the change of reservoir storage and change of reservoir system, it requires a sustainable reservoir operation technique. This technique is aimed to minimize the deviation between the input and output of sediments. The main objective of this study is to explore the optimal Wonogiri reservoir operation by minimizing the sediment trap. The CSUDP incremental dynamic programming procedure is used for the model optimization.  This new operating rules will also simulate a five years operation period, to show the effect of the implemented techniques. The result of the study are the newly developed reservoir operation system has many advantages when compared to the actual operation system and the disadvantage of this developed system is that the use is mainly designed for a wet hydrologic year, since its performance for the water supply is lower than the actual reservoir operations.Doi: 10.12777/ijse.6.1.16-23 [How to cite this article:  Wulandari, D.A., Legono, D., and Darsono, S., 2014. Reservoir Operation to Minimize Sedimentation. International Journal of Science and Engineering, 5(2,61-65. Doi: 10.12777/ijse.6.1.16-23] Normal 0 false false false EN-US X-NONE X-NONE

  18. Test Plan for the Demonstration of Geophysical Techniques for Single-Shell Tank Leak Detection at the Hanford Mock Tank Site: Fiscal Year 2001

    Energy Technology Data Exchange (ETDEWEB)

    Barnett, D. Brent; Gee, Glendon W.; Sweeney, Mark D.

    2001-07-31

    As part of the Leak Detection, Monitoring and Mitigation (LDMM) program conducted by CH2M HILL 105-A during FY 2001. These tests are being conducted to assess the applicability of these methods (Electrical Resistance Tomography [ERT], High Resolution Resistivity [HRR], Cross-Borehole Seismography [XBS], Cross-Borehole Radar [XBR], and Cross-Borehole Electromagnetic Induction [CEMI]) to the detection and measurement of Single Shell Tank (SST) leaks into the vadose zone during planned sluicing operations. The testing in FY 2001 will result in the selection of up to two methods for further testing in FY 2002. In parallel with the geophysical tests, a Partitioning Interwell Tracer Test (PITT) study will be conducted simultaneously at the Mock Tank to assess the effectiveness of this technology in detecting and quantifying tank leaks in the vadose zone. Preparatory and background work using Cone Penetrometer methods (CPT) will be conducted at the Mock Tank site and an adjacent test area to derive soil properties for groundtruthing purposes for all methods.

  19. Effects of total dissolved gas supersaturated water on lethality and catalase activity of Chinese sucker (Myxocyprinus asiaticus Bleeker)*

    Science.gov (United States)

    Chen, Shi-chao; Liu, Xiao-qing; Jiang, Wen; Li, Ke-feng; Du, Jun; Shen, Dan-zhou; Gong, Quan

    2012-01-01

    Total dissolved gas (TDG) supersaturation caused by dam sluicing can result in gas bubble trauma (GBT) in fish and threaten their survival. In the present study, Chinese suckers (Myxocyprinus asiaticus Bleeker) were exposed to TDG supersaturated water at levels ranging from 120% to 145% for 48 h. The median lethal concentration (LC50) and the median lethal time (LT50) were determined to evaluate acute lethal effects on Chinese suckers. The results showed that the LC50 values of 4, 6, 8, and 10 h were 142%, 137%, 135%, and 130%, respectively. The LT50 values were 3.2, 4.7, 7.8, 9.2, and 43.4 h, respectively, when TDG supersaturated levels were 145%, 140%, 135%, 130%, and 125%. Furthermore, the biological responses in Chinese suckers were studied by assaying the catalase (CAT) activities in gills and muscles at the supersaturation level of 140% within LT50. The CAT activities in the gills and muscle tissues exhibited a regularity of a decrease after an increase. CAT activities in the muscles were increased significantly at 3/5LT50 (P0.05), but the activities were significantly lower than the normal level at 4/5LT50 and LT50 (P<0.05). PMID:23024046

  20. Bioenvironmental control of industrial malaria at Bharat Heavy Electricals Ltd., Hardwar, India--results of a nine-year study (1987-95).

    Science.gov (United States)

    Dua, V K; Sharma, S K; Srivastava, A; Sharma, V P

    1997-09-01

    A bioenvironmental model to control malaria at Bharat Heavy Electricals Ltd. in Hardwar was developed by using existing resources to reduce mosquito breeding. The civil maintenance department carried out major source reduction work by filling pits, low lying areas, ditches, etc., with fly ash from a coal-fired power station, construction of stand posts and proper drainage, mosquito proofing of overhead tanks, and preventive maintenance of the water supply and the sewage system. The project staff has applied 1) expanded polystyrene beads to underground tanks, leaking sluice valve chambers, and blocked sewage manholes; 2) biolarvicides to water accumulated in factory scraps, blocked drains, and riverbed pools, and 3) larvivorous fish to storm water drains, effluent ponds, and drains for the effective control of mosquito breeding. Improved surveillance and treatment coupled with comprehensive developmental schemes were additional tools to gain community support. As a result of intervention measures, the vector density in the township was significantly lowered compared to that of a control area, and there was a drastic reduction in malaria incidence compared to that of the preintervention year: only 190 cases were recorded in 1995, compared to 3,049 cases in 1985. The study has shown that malaria control in an industrial township through an integrated control approach is practical, sustainable, and economically feasible and reduces insecticide pollution in the environment.

  1. TMI-2 purification demineralizer resin study

    Energy Technology Data Exchange (ETDEWEB)

    Thompson, J D; Osterhoudt, T R

    1984-05-01

    Study of the Makeup and Purification System demineralizers at TMI-2 has established that fuel quantities in the vessels are low, precluding criticality, that the high radioactive cesium concentration on the demineralizer resins can be chemically removed, and that the demineralizer resins can probably be removed from the vessels by sluicing through existing plant piping. Radiation measurements from outside the demineralizers establishing that there is between 1.5 and 5.1 (probably 3.3) lb of fuel in the A vessel and less than that amount in the B vessel. Dose rates up to 2780 R per hour were measured on contact with the A demineralizer. Remote visual observation of the A demineralizer showed a crystalline crust overlaying amber-colored resins. The cesium activity in solid resin samples ranged from 220 to 16,900 ..mu..Ci/g. Based on this information, researchers concluded that the resins cannot be removed through the normal pathway in their present condition. Studies do show that the resins will withstand chemical processing designed to rinse and elute cesium from the resins. The process developed should work on the TMI-2 resins.

  2. Integral methods for shallow free-surface flows with separation

    CERN Document Server

    Watanabe, S; Bohr, T; Watanabe, Shinya; Putkaradze, Vachtang; Bohr, Tomas

    2000-01-01

    We study laminar thin film flows with large distortions in the free surface using the method of averaging across the flow. Two concrete problems are studied: the circular hydraulic jump and the flow down an inclined plane. For the circular hydraulic jump our method is able to handle an internal eddy and separated flow. Assuming a variable radial velocity profile like in Karman-Pohlhausen's method, we obtain a system of two ordinary differential equations for stationary states that can smoothly go through the jump where previous studies encountered a singularity. Solutions of the system are in good agreement with experiments. For the flow down an inclined plane we take a similar approach and derive a simple model in which the velocity profile is not restricted to a parabolic or self-similar form. Two types of solutions with large surface distortions are found: solitary, kink-like propagating fronts, obtained when the flow rate is suddenly changed, and stationary jumps, obtained, e.g., behind a sluice gate. We ...

  3. Managing bedload sediment in regulated rivers: Examples from California, U.S.A.

    Science.gov (United States)

    Kondolf, G. Mathias

    The continuity of bedload transport has been profoundly altered in many rivers by construction of reservoirs and mining of sand and gravel for construction aggregate from the active channel. These impacts are especially well illustrated in California because of the extent of reservoir construction and strong demand for aggregate. As a result, many river channels have become starved of bedload sediment and have incised. Salmonid spawning gravel has been lost, and bridges and other structures have been undermined. State policies regulating reservoir sedimentation and sediment sluicing from reservoirs are often contradictory and are not based on an understanding of the role of bedload sediment in maintaining the river system. Regulation of gravel mining from active channels has been ineffective at preventing resource degradation, despite numerous permit requirements from various federal, state, and local agencies. The principal burden for regulating gravel mining falls on local governments, which lack resources or technical expertise to analyze geomorphic effects of gravel mining. Despite their common occurrence and inter-related nature throughout California, the problems resulting from disruption of natural bedload transport have thus far been treated on a site-specific basis only, without explicit recognition of links among processes and impacts. Environmentally sound management of bedload sediment resources requires basin-level and regional analysis of bedload sediment sources and transport rates, recognition of hydrologic alterations caused by reservoirs, and identification of suitable aggregate sources (including quarries and recycled concrete rubble). Gravel mining should generally be prohibited from channels downstream of reservoirs.

  4. EXPERIMENTAL INVESTIGATION OF THE FAILURE OF CASCADE LANDSLIDE DAMS

    Institute of Scientific and Technical Information of China (English)

    NIU Zhi-pan; XU Wei-lin; LI Nai-wen; XUE Yang; CHEN Hua-yong

    2012-01-01

    This paper preseuts results of model tests for the landslide dam failure of a single dam and cascade dams in a sloping channel.The dams were designed to be regular trapezoid with fine sand.A new measuring method named the labeled line locating method was used to digitalize the captured instantaneous pictures.Under two differem inflow discharges,the morphological evolution and the flow patterns during one dam failure and the failure of cascade dams were investigated.The results indicate that when the inflow discharge is large,the deformation pattern of the downstream dam is similar to that of the upstream dam,and both dams are characterized with the overtopping scour throughout the dam failure process.When the inflow discharge is small,the upstream dam is scoured mainly through a sluice slot formed by the longitudinal incision,and the downstream dam is characterized with the overtopping scour.The data set presented in this paper can be used for the validation of numerical models and provide a reference for the flood risk management of cascade landslide dams.

  5. 1956-2010年淮河流域极端径流的时空变化及统计模拟%Temporal and spatial variations and statistical models of extreme runoff in Huaihe River Basin during 1956-2010

    Institute of Scientific and Technical Information of China (English)

    XIA Jun; DU Hong; ZENG Sidong; SHE Dunxian; ZHANG Yongyong; YAN Ziqi; YE Yan

    2012-01-01

    Based on the daily runoff data from 20 hydrological stations above the Bengbu Sluice in the Huaihe River Basin during 1956-2010,run test,trend test and Mann-Kendall test are used to analyze the variation trend of annual maximum runoff series.The annual maximum series (AM) and peaks over threshold series (POT) are selected to describe the extreme distributions of generalized extreme value distribution (GEV) and generalized Pareto distribution (GPD).Temporal and spatial variations of extreme runoff in the Huaihe River Basin are analyzed.The results show that during the period 1956-2010 in the Huaihe River Basin,annual maximum runoff at 10 stations have a decreasing trend,while the other 10 stations have an unobvious increasing trend.The maximum runoff events almost occurred in the flood period during the 1960s and 1970s.The extreme runoff events in the Huaihe River Basin mainly occurred in the mainstream of the Huaihe River,Huainan mountainous areas,and Funiu mountainous areas.Through Kolmogorov-Smirnov test,GEV and GPD distributions can be well fitted with AM and POT series respectively.Percentile value method,mean excess plot method and certain numbers of peaks over threshold method are used to select threshold,and it is found that percentile value method is the best of all for extreme runoff in the Huaihe River Basin.%@@

  6. Cyclic behavior test of a new double-arch steel gate

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    A new double-arch structure for the gate used as tidal barrage and sluice was adopted in Caoe River Dam in China. It was a spatial structure made up of the right arch, the invert arch, the chord, etc., and was designed to bear bilateral loads. To research the cyclic behavior of the new double-arch structure, a scale-model cyclic test was conducted. First, the test setup and test method were presented in detail, and according to the test results, the cyclic behavior and failure characteristics of this structure were discussed. Then by analyzing the test cyclic envelope curve, it was found the curve was divided into three stages: the elastic stage, the local plastic stage and the failure stage at the local yield point and structural yield point. The gate model has local yield strength and structural yield strength, with both their values being bigger than that of the designing load. Therefore, the gate is safe enough for the projects. At last, dynamic property of the gate was analyzed considering additional mass of the water. It was found that the tidal bore shock would not cause resonance vibration of the gate.

  7. 2-D NUMERICAL SIMULATION OF FLOODING EFFECTS CAUSED BY SOUTH-TO-NORTH WATER TRANSFER PROJECT

    Institute of Scientific and Technical Information of China (English)

    SUN Dong-po; XUE Hai; WANG Peng-tao; LU Rui-li; LIAO Xiao- long

    2008-01-01

    Since the General Channel designed for the South-to-North Water Transfer Project in China has to cross many rivers and streams flowing from west to east, there are potentially serious effects additional flooding on the westem side of the project alignment. Therefore, a 2-D numerical model for forecasting basin flood disasters was established and verified using historical flood data. The model was applied to researching the interaction between the proposed Project and flooding events for 5 streams in the Anyang River reach as a representative case study. Simulated results indicate that the model could correctly forecast the flood, submerged area and depths, and water surface elevations along the left side of the channel. The discharge capacity and location of hydraulic structures in the transfer canal alignment were analyzed. Then adjustments to the dimensions and positioning of proposed hydraulic structures were recommended at intersections, especially the addition of a channel to transfer flood water from one stream to another, which can effectively limit the sluice and protect the Anyang City from flooding.

  8. Best management practices plan for the Chestnut Ridge-Filled Coal Ash Pond at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-05-01

    The Chestnut Ridge Filled Coal Ash Pond (FCAP) Project has been established to satisfy Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) requirements for the Chestnut Ridge Operable Unit 2. FCAP is on Chestnut Ridge, approximately 0.5 miles south of the Y-12 Plant. A 62-foot high earthen dam across Upper McCoy Branch was constructed in 1955 to create a pond to serve as a settling basin for fly and bottom ashes generated by burning coal at the Y-12 Steam Plant. Ash from the steam was mixed with water to form a slurry and then pumped to the crest of Chestnut Ridge and released through a large pipe to flow across the Sluice Channel area and into the pond. The ash slurry eventually overtopped the dam and flowed along Upper McCoy Branch to Rogers Quarry. The purpose of this document is to provide a site-specific Best Management Practices (BMP) Plan for construction associated with environmental restoration activities at the FCAP Site.

  9. Cesium removal demonstration utilizing crystalline silicotitanate sorbent for processing Melton Valley Storage Tank supernate: Final report

    Energy Technology Data Exchange (ETDEWEB)

    Walker, J.F. Jr.; Taylor, P.A.; Cummins, R.L. [and others

    1998-03-01

    This report provides details of the Cesium Removal Demonstration (CsRD), which was conducted at Oak Ridge National Laboratory (ORNL) on radioactive waste from the Melton Valley Storage Tanks. The CsRD was the first large-scale use of state-of-the-art sorbents being developed by private industry for the selective removal of cesium and other radionuclides from liquid wastes stored across the DOE complex. The crystalline silicotitanate sorbent used in the demonstration was chosen because of its effectiveness in laboratory tests using bench-scale columns. The demonstration showed that the cesium could be removed from the supernate and concentrated on a small-volume, solid waste form that would meet the waste acceptance criteria for the Nevada Test Site. During this project, the CsRD system processed > 115,000 L (30,000 gal) of radioactive supernate with minimal operational problems. Sluicing, drying, and remote transportation of the sorbent, which could not be done on a bench scale, were successfully demonstrated. The system was then decontaminated to the extent that it could be contact maintained with the use of localized shielding only. By utilizing a modular, transportable design and placement within existing facilities, the system can be transferred to different sites for reuse. The initial unit has now been removed from the process building and is presently being reinstalled for use in baseline operations at ORNL.

  10. Practical application of drainage system control by using MPC in Noorderzijlvest

    Science.gov (United States)

    van Heeringen, Klaas-Jan; Gooijer, Jan; Schwanenberg, Dirk

    2013-04-01

    We discuss the implementation of a Model Predictive Control (MPC) approach for the control of the pump stations and tidal spilling sluices in the district of the regional water authority Noorderzijlvest in the north of the Netherlands. The RTC component is integrated in a Delft-FEWS application that connects to the SCADA system of the waterboard and also 17 aggregated structures including 127 individual pumps and gates The approach consists of a Nonlinear MPC in combination with a low-pass filter for state updating. The MPC runs hourly for a 5-day forecast horizon. One main objective of the control is flood mitigation during extreme taken into account by anticipating approaching rainfall events by flow forecasting. Another objective has is the reduction of pumping costs by taking advantage of gravity flow through gates during low tide conditions and the exploitation of cheaper electricity at night, both in combination with tactical usage of the available storage in the water system. Firstly the approach is tested in a closed-loop setting in combination with a detailed one-dimensional hydraulic model as the real-world replacement. A performance comparison of the approach against the existing feedback control shows pumping cost reductions in the range of 7-35% for different sub-systems or total annual cost savings in the order of 150-200 thousand Euros as well as significantly reduced peak water levels during flood events.

  11. Discussion on water diversion hub layout in Budaer Hydropower Station%布达尔水电站工程引水枢纽布置探讨

    Institute of Scientific and Technical Information of China (English)

    吴建良

    2015-01-01

    Design process of Budaer Hydropower Station is not limited to a fixed form or fixed experience aiming at characteristics of rivers in Xinjiang mountainous area.Concrete conditions of projects are fully considered,design concepts are updated,and design ideas are expanded.Advantages and disadvantages of river sluice water diversion hub and river weir water diversion hub are concretely analyzed and compared according to project design examples.Necessity and rationality of the water diversion hub layout mode are correspondingly studied and discussed.%在布达尔水电站设计过程中,针对新疆山区河流的特点,不限于某一种固定形式,不拘泥于固定经验,充分考虑到工程项目的具体情况,更新设计观念,拓展设计思路,依据工程设计实例,对拦河闸式引水枢纽和拦河堰式引水枢纽的优缺点作了具体的分析比较,并对该引水枢纽布置方式的必要性及合理性进行了相应的研究和探讨。

  12. SMALL-SCALE MODELING OF DYNAMIC FACILITIES FOR PROTECTION OF HYDROSYSTEM TAILRACES

    Directory of Open Access Journals (Sweden)

    Kuznetsova Y. A.

    2015-11-01

    Full Text Available To study the formation of plunge basin in the Cheboksary hydroplant, we used a scale model of the spillway dam and all structures in the tailrace, installed in the slot flume. When we passed the flow corresponding to the diversion flow of the hydroplant with a glance to the modeling scale, it was found that the plunge basin was formed behind the end fixing of the spillway apron. To research the dynamic facilities of hydrosystem tailrace protection against erosion, we used a small glass flume with a model of the roundcrested weir. For the experiment, the water-surface elevations were built in the flume without the weir, and the uniform motion area was established. In MathCAD software environment, the curve of the flow of measuring rectangular weir of the flume was created. Because of measurements, the curve of water surface by the flow motion through the round-crested weir was made. As the main criterion for modeling, the criterion of Froude was selected. Scale of modeling of flow parameters was determined. For testing, models of hydrodynamic profile and sail structure with streamforming sluice valves were built. The process of sand washout from the flume bottom and formation of the bottom ridges when installing the profile was photographed. Impact of the profile on the flow and its relation with the formation of the bottom topography were studied. Full-scale values of geometric parameters of the bottom ridges and their movement velocity were established as well

  13. Twenty years of barrel-stave flextensional transducer technology in Canada

    Science.gov (United States)

    Jones, Dennis F.

    2005-04-01

    The barrel-stave flextensional transducer, a compact underwater sound source, was conceived at DRDC Atlantic in 1986 [G. W. McMahon and D. F. Jones, U.S. Patent No. 4,922,470 (1 May 1990); Canadian Patent No. 1,285,646 (2 July 1991)]. Over the years, five barrel-stave designs belonging to three flextensional classes were built and tested at DRDC Atlantic. Three Class I transducers with operating frequencies ranging from 800 to 1600 Hz were integrated into submarine communications buoys, low frequency active horizontal projector arrays, and a broadband sonar towbody. A high-power Class II and broadband (1-7 kHz) Class III transducer were deployed under the ice in the Lincoln Sea for research related to rapidly deployable surveillance systems. These barrel-stave flextensional transducers have also supported a variety of marine mammal studies including vocal mimicry in long-finned pilot whales, coda dialects in sperm whales, and the R&D of acoustic detection and tracking systems for endangered northern right whales. In August 2004 a barrel-stave transducer was used to lure a trapped juvenile humpback whale to the sluice gates of a tidal generating station on the Annapolis River in Nova Scotia by transmitting humpback whale calls underwater. The acoustic performance parameters for all 5 transducers will be presented.

  14. Water management strategies against toxic Microcystis blooms in the Dutch delta.

    Science.gov (United States)

    Verspagen, Jolanda M H; Passarge, Jutta; Jöhnk, Klaus D; Visser, Petra M; Peperzak, Louis; Boers, Paul; Laanbroek, Hendrikus J; Huisman, Jef

    2006-02-01

    To prevent flooding of the Dutch delta, former estuaries have been impounded by the building of dams and sluices. Some of these water bodies, however, experience major ecological problems. One of the problem areas is the former Volkerak estuary that was turned into a freshwater lake in 1987. From the early 1990s onward, toxic Microcystis blooms dominate the phytoplankton of the lake every summer. Two management strategies have been suggested to suppress these harmful algal blooms: flushing the lake with fresh water or reintroducing saline water into the lake. This study aims at an advance assessment of these strategies through the development of a mechanistic model of the population dynamics of Microcystis. To calibrate the model, we monitored the benthic and pelagic Microcystis populations in the lake during two years. Field samples of Microcystis were incubated in the laboratory to estimate growth and mortality rates as functions of light, temperature, and salinity. Recruitment and sedimentation rates were measured in the lake, using traps, to quantify benthic-pelagic coupling of the Microcystis populations. The model predicts that flushing with fresh water will suppress Microcystis blooms when the current flushing rate is sufficiently increased. Furthermore, the inlet of saline water will suppress Microcystis blooms for salinities exceeding 14 g/L. Both management options are technically feasible. Our study illustrates that quantitative ecological knowledge can be a helpful tool guiding large-scale water management.

  15. On applied technology of trash-removing for screw rod of screw gate-hoist%螺杆启闭机丝杠清污应用技术探究

    Institute of Scientific and Technical Information of China (English)

    郑万勇; 吴韵侠; 王国法

    2011-01-01

    文中介绍了一种螺杆式启闭机的丝杠清污设施.该设施设计科学、结构简单、性能稳定、操作方便、清污彻底、工作效率高,解决了螺杆丝杠维护中清污难题,对确保水闸的正常运用效果显著,具有广泛地推广应用空间.%A facility of trash-removing for the screw rod of screw hoist is described herein, which is scientifically designed with the merits such as simple structure, stable performance, convenient operation, thoroughly trash-removing, higher working efficiency, etc. , and then resolves the problem of the trash-removing during the maintenance of the screw rod with a significant effect on ensuring the normal operation of sluice. Furthermore, this kind of trash-removing facility has a broad space for popularizing its application.

  16. Automatic gate design model from wood & tire for farmers

    Directory of Open Access Journals (Sweden)

    Indrawan Ivan

    2017-01-01

    Full Text Available Indonesia is one of the potential paddy farming area in Southeast Asia, and North Sumatra Province is one of many provinces that provides it. Yet, Indonesia is still importing rice from foreign country, eventhough today the government has been willing to supply its own need. Almost 10% irrigation areas in Indonesia are connected to sea current, which means it must have a system to manage the circulation of fresh water and block the seawater from entering the irrigation area through the irrigation channel. Many systems use gates to control the water management, and most of them are using automatic sluice gate because the gates are usually positioned far from village, this makes the manual operating become difficult. Unfortunately, not all farmers can use this kind of gate due to its accessibility and cost. This research was done to design the automatic gates, which are easy to build, user friendly, low cost and dependable. In the future, poor farmers or farmers who do not have connection to government, can make this gate by themselves. The research was conducted in laboratory, using flume, pumps, reservoir, and gate prototype.

  17. Computation of Flow Through Water-Control Structures Using Program DAMFLO.2

    Science.gov (United States)

    Sanders, Curtis L.; Feaster, Toby D.

    2004-01-01

    As part of its mission to collect, analyze, and store streamflow data, the U.S. Geological Survey computes flow through several dam structures throughout the country. Flows are computed using hydraulic equations that describe flow through sluice and Tainter gates, crest gates, lock gates, spillways, locks, pumps, and siphons, which are calibrated using flow measurements. The program DAMFLO.2 was written to compute, tabulate, and plot flow through dam structures using data that describe the physical properties of dams and various hydraulic parameters and ratings that use time-varying data, such as lake elevations or gate openings. The program uses electronic computer files of time-varying data, such as lake elevation or gate openings, retrieved from the U.S. Geological Survey Automated Data Processing System. Computed time-varying flow data from DAMFLO.2 are output in flat files, which can be entered into the Automated Data Processing System database. All computations are made in units of feet and seconds. DAMFLO.2 uses the procedures and language developed by the SAS Institute Inc.

  18. Acceptance test procedure for Project W-049H

    Energy Technology Data Exchange (ETDEWEB)

    Buckles, D.I. [Westinghouse Hanford Co., Richland, WA (United States)

    1994-09-29

    The Acceptance Test Procedure (ATP) program for Project W-049H (200 Area Treated Effluent Disposal Facility [TEDF]) covers three activities as follows: (1) Disposal System; (2) Collection System; and (3) Instrumentation and Control System. Each activity has its own ATP. The purpose of the ATPs is to reverify that the systems have been constructed in accordance with the construction documents and to demonstrate that the systems function as required by the Project criteria. The Disposal System ATP covers the testing of the following: disposal line flowmeters, room air temperatures in the Disposal Station Sampling Building, effluent valves and position indicators, disposal pond level monitors, automated sampler, pressure relief valves, and overflow diversion sluice gates. The Collection System ATP covers the testing of the two pump stations and all equipment installed therein. The Instrumentation and Control (I and C) ATP covers the testing of the entire TEDF I and C system. This includes 3 OCS units, modem, and GPLI cabinets in the ETC control room; 2 pump stations; disposal station sampling building; and all LCUs installed in the field.

  19. Mechanisms of gas retention and release: Experimental results for Hanford single-shell waste tanks 241-A-101, 241-S-106, and 241-U-103

    Energy Technology Data Exchange (ETDEWEB)

    Rassat, S.D.; Caley, S.M.; Bredt, P.R.; Gauglitz, P.A.; Rinehart, D.E.; Forbes, S.V.

    1998-09-01

    The 177 underground waste storage tanks at the Hanford Site contain millions of gallons of radioactive waste resulting from the purification of nuclear materials and related processes. Through various mechanisms, flammable gas mixtures of hydrogen, ammonia, methane, and nitrous oxide are generated and retained in significant quantities within the waste in many ({approximately}25) of these tanks. The potential for large releases of retained gas from these wastes creates a flammability hazard. It is a critical component of the effort to understand the flammability hazard and a primary goal of this laboratory investigation to establish an understanding of the mechanisms of gas retention and release in these wastes. The results of bubble retention experimental studies using waste samples from several waste tanks and a variety of waste types support resolution of the Flammable Gas Safety Issue. Gas bubble retention information gained in the pursuit of safe storage will, in turn, benefit future waste operations including salt-well pumping, waste transfers, and sluicing/retrieval.

  20. Influence of periodic water level increase on flow in Poznań Water Ways System

    Directory of Open Access Journals (Sweden)

    Tomasz Kałuża

    2013-06-01

    Full Text Available In the period 1968-1972, a project named “Rebuilding of the Poznań Water Ways System” was carried out. Within the scope of the project the Chwaliszewo Meander of the Warta river was cut off and covered. A discussion about reconstruction of Chwaliszewo Meander has been run for many years. The results of hydraulic computations of the influence of a weir on water table distribution in Poznań Water Ways System have been presented in the paper. Two different localizations of the weir were considered. Initial maximum water level of upper side of the weir was calculated. The influence of damming up on water level distribution in the Poznań Water Ways System was analysed. One-dimensional unsteady open channel flow computer systems HEC-RAS and SPRuNeR were used to carry out calculations. Building the weir, regardless of its localization, allows to raise water level in the main channel of the Warta river, increase minimum water depth and point to the architecture and recreation values of the Warta river. It is assumed that damming up is necessary only for flow rate below 100 m3/s in both localizations of the weir. The weir in focus should not create obstacles to the inland navigation and fish migration. To meet these requirements two additional hydraulic constructions must be projected: sluice and fish migration water gate.

  1. Stochastic back analysis of permeability coefficient using generalized Bayesian method

    Directory of Open Access Journals (Sweden)

    Gui-lan ZHENG

    2008-09-01

    Full Text Available Owing to the fact that the conventional deterministic back analysis of the permeability coefficient cannot reflect the uncertainties of parameters, including the hydraulic head at the boundary, the permeability coefficient and measured hydraulic head, a stochastic back analysis taking consideration of uncertainties of parameters was performed using the generalized Bayesian method. Based on the stochastic finite element method (SFEM for a seepage field, the variable metric algorithm and the generalized Bayesian method, formulas for stochastic back analysis of the permeability coefficient were derived. A case study of seepage analysis of a sluice foundation was performed to illustrate the proposed method. The results indicate that, with the generalized Bayesian method that considers the uncertainties of measured hydraulic head, the permeability coefficient and the hydraulic head at the boundary, both the mean and standard deviation of the permeability coefficient can be obtained and the standard deviation is less than that obtained by the conventional Bayesian method. Therefore, the present method is valid and applicable.

  2. Responses of landscape pattern of China's two largest freshwater lakes to early dry season after the impoundment of Three-Gorges Dam

    Science.gov (United States)

    Wu, Haipeng; Zeng, Guangming; Liang, Jie; Chen, Jin; Xu, Jijun; Dai, Juan; Sang, Lianhai; Li, Xiaodong; Ye, Shujing

    2017-04-01

    The effects of hydrologic cycle change (caused by human activity and global climate change) on ecosystems attract the increasing attention around the world. As a result of impounding of the Three Gorges Dam (TGD), climate change and sand mining, the dry season of Poyang Lake and Dongting Lake (China's two largest freshwater lakes) came early after the TGD impoundment. It was the primary cause of the increasing need for sluice/dam construction to store water in the Lakes and attracted increasing attention. In this paper, we compared the landscape pattern between three hydrologic years with early dry season (EY) and three normal hydrologic years (NY) of each lake by remote sensing technology, to reveal the effect of early dry season on landscape pattern. The results showed that early dry season caused expanding of Phalaris to mudflat zone in Poyang Lake, while caused expanding of Carex to Phalaris zone and expanding of Phalaris to mudflat zone in Dongting Lake. In landscape level, there was no significant difference in landscape grain size, landscape grain shape, habitat connectivity and landscape diversity between EY and NY in the two lakes. While in habitat class level, there were significant changes in area of mudflat and Phalaris and grain size of mudflat in Poyang Lake, and in area of Carex, grain size of Phalaris and grain shape of Carex and Phalaris in Dongting Lake. These changes will impact migrating birds of East Asian and migratory fishes of Yangtze River.

  3. El dique seco de Monfalcone – Italia

    Directory of Open Access Journals (Sweden)

    Borzani, G.

    1971-03-01

    Full Text Available The new dry dock, 350 m long and 56 m wide, completes the facilities for large ships, and makes the shipbuilding industry of Monfalcone capable of handling the construction of bulk carrying vessels of up to 320,000 tons d. w. The construction of this dry dock has been difficult for various reasons, such as its emplacement, and the rocky nature of the subsoil. The sluices, of the lightweight bottom type, have been completed entirely under dry conditions.El nuevo dique seco, de una longitud de 350 m y una anchura de 56 m, completa la cadena de producción de grandes naves, situando al astillero naval de Monfalcone en posición competitiva para las construcciones de este tipo de navios, especiales para «transportes a granel» hasta un máximo de 320.000 D.W.T. Su realización ha sido ardua bajo diversos aspectos: por la dificultad debida a su ubicación y, particularmente, por la naturaleza del subsuelo rocoso, y ha estado caracterizada por la ejecución totalmente en seco de la esclusa, de tipo de solera aligerada.

  4. Characteristics of Sanxikou Water-retaining Hydropower Station and Its Application of New Technology%三溪口河床式水电站工程特点与新技术应用

    Institute of Scientific and Technical Information of China (English)

    赖勇; 黄荣卫; 张永进

    2014-01-01

    针对三溪口河床式水电站工程过闸流量大、基础为深厚强透水砂砾卵石,防渗及防冲问题突出的特点,泄洪闸底板表面考虑抗冲耐磨要求设置聚丙烯纤维混凝土面层,防冲槽局部以抛石混凝土技术进行加固;枢纽右岸地势低,防渗系统封闭困难,利用枢纽右岸上游330国道路堤兼作挡水溢流坝,并在路堤迎水坡脚设置悬挂式防渗墙,连接上游山体与闸前垂直式防渗墙构建防渗系统;枢纽交通桥兼作左右岸外部交通连接线,基础承载力要求高,根据泄洪闸结构特点及河床地质条件,以泄洪闸底板作为筏型基础,低压注浆技术在渗流状态下强透水地基中被成功运用。%Sanxikou hydropower station is a water-retaining station with large flow ,it is located on the foundation of thick permeable gravel pebbles ,which causes the problem of seepage and erosion .Regarding to these problems ,FRC(fiber re-inforced concrete) was used on the floor of the gate and RFC(rocked-filled concrete) was used in anti-scour channel for energy dissipation and erosion control .The embankment of State Road 330 located at the right bank of the upstream was served as water-retaining and overfall dam ,due to the low-lying right bank of the river which made it hard to seal the an-ti-seepage system .In addition ,Suspended cut-off wall was constructed at the heel of the riverside slope to connect the anti-seepage system between the upstream mountain and the vertical cut-off wall in front of the gate .The traffic bridge as the connecting media between the left and right bank ,the bearing capacity of its foundation was set high .According to the structural characteristics and the geological condition of the sluice ,the floor of the sluice was used as raft foundation and low pressure grouting method in sandy gravels were applied on strong permeable foundation successfully in the state of seepage .

  5. Kiel Canal: Past and future threats for shipping resulting from precipitation, wind surge and sea level rise

    Science.gov (United States)

    Ganske, Anette; Hüttl-Kabus, Sabine; Möller, Jens; Schade, Nils; Heinrich, Hartmut; Tinz, Birger

    2017-04-01

    The Kiel Canal is the most frequented artificial waterway in the world. It connects the North Sea and the Hamburg Harbor with the Baltic Sea and has a length of about 100 km. The Canal receives its water from the upper catchment of the river Eider. Discharge from the Canal towards the North Sea is via the sluices at Brunsbüttel (90%) into river Elbe and into the Baltic Sea via the sluices at Kiel-Holtenau. A risk of closure of the Canal occurs when high precipitation in the catchment meets high water levels in the river Elbe and/or the Baltic preventing the discharge of excess Canal water. Future sea level rise jointly with other effects such as possibly increasing wind surge and precipitation will close the gap between the inner and outer water levels, so that someday the outside levels will surmount the inner one. The German Federal Ministry of Transport and Digital Infrastructure (BMVI) tasked its internal Network of Experts to run a case study on the evolution of critical water levels in order to estimate risks and vulnerabilities for adaptation measures. First step of the investigation is a search for factors or combination of factors responsible for closures in the past. Candidates are factors such as higher water levels at low tides, high precipitation events on land, soil moisture and human factors like preventive water management measures. Second step will be the search for the natural criteria in climate projections. Here we report on the results of the first step of the case study with a focus on the exit towards the North Sea. There, discharge is possible only during low tide. Presently still sufficient difference in height exists between the levels in the Canal and the river Elbe allowing for a free flow of excess Canal water. Shipping is ceased when levels in the Canal surpass safety limits due to high precipitation events in the catchment jointly with high outer water levels. We used atmospheric data from ERA-Interim reanalysis instead of gauge data

  6. Hard bottom substrate monitoring Horns Rev offshore wind farm. Annual status report 2003

    Energy Technology Data Exchange (ETDEWEB)

    Leonhard, S.B.; Pedersen, John

    2004-05-15

    Elsam and Eltra built the offshore demonstration wind farm at Horns Rev in the North Sea. Elsam is the owner and is responsible for the operation of the wind farm. Eltra is responsible for the connection of the wind farm to the national onshore grid. In the summer months of 2002, Elsam constructed the world's largest offshore wind farm off the Danish west coast. The wind farm is sited 14-20 km into the North Sea, west of Blaevands Huk. The first wind turbine was erected in May 2002 and the last wind turbine tower of a total of 80 was in place by August 2002. The construction work was completed with the last connecting cables sluiced down in September 2002. All the wind turbines were in production by December 2002. The expected impact of the wind farm will primarily be an alternation of habitats due to the introduction of hard bottom substrates as wind turbine towers and scour protections. A continuous development in the epifouling communities will be expected together with an introduction of new or alien species in the area. The indigenous benthic community in the area of Horns Rev can be characterised by infauna species belonging to the Goniadella-Spisula community. This community is typical of sandbanks in the North Sea area, although communities in such areas are very variable and site-specific. Character species used as indicators for environmental changes in the Horns Rev area are the bristle worms Goniadella bobretzkii, Ophelia borealis, Psione remota and Orbinia sertulata and the mussels Goodallia triangularis and Spisula solida. In connection with the implementation of the monitoring programme concerning the ecological impact of the introduction of hard substrate related to the Horns Rev Wind Farm, surveys on hard bottom substrate was conducted in March 2003 and in September 2003. This report describes the first year results of surveys on hard substrate after the completion of the offshore wind farm at Horns Rev. (au)

  7. DEVELOPMENT AND DEPLOYMENT OF THE MOBILE ARM RETRIEVAL SYSTEM (MARS) - 12187

    Energy Technology Data Exchange (ETDEWEB)

    BURKE CA; LANDON MR; HANSON CE

    2012-01-30

    Washington River Protection Solutions (WRPS) is developing and deploying Mobile Arm Retrieval System (MARS) technologies solutions to support retrieval of radioactive and chemical waste from underground single shell storage tanks (SST) located at the Hanford Site, which is near Richland, Washington. WRPS has developed the MARS using a standardized platform that is capable of deploying multiple retrieval technologies. To date, WRPS, working with their mentor-protege company, Columbia Energy and Environmental Services (CEES), has developed two retrieval mechanisms, MARS-Sluicing (MARS-S) and MARS-Vacuum (MARS-V). MARS-S uses pressurized fluids routed through spray nozzles to mobilize waste materials to a centrally located slurry pump (deployed in 2011). MARS-V uses pressurized fluids routed through an eductor nozzle. The eductor nozzle allows a vacuum to be drawn on the waste materials. The vacuum allows the waste materials to be moved to an in-tank vessel, then extracted from the SST and subsequently pumped to newer and safer double shell tanks (DST) for storage until the waste is treated for disposal. The MARS-S system is targeted for sound SSTs (i.e., non leaking tanks). The MARS-V is targeted for assumed leaking tanks or those tanks that are of questionable integrity. Both versions of MARS are being/have been developed in compliance with WRPS's TFC-PLN-90, Technology Development Management Plan. TFC-PLN-90 includes a phased approach to design, testing, and ultimate deployment of new technologies. The MARS-V is scheduled to be deployed in tank 241-C-105 in late 2012.

  8. DEVELOPMENT AND DEPLOYMENT OF THE MOBILE ARM RETRIEVAL SYSTEM (MARS) - 12187

    Energy Technology Data Exchange (ETDEWEB)

    BURKE CA; LANDON MR; HANSON CE

    2011-11-08

    Washington River Protection Solutions (WRPS) is developing and deploying Mobile Arm Retrieval System (MARS) technologies solutions to support retrieval of radioactive and chemical waste from underground single shell storage tanks (SST) located at the Hanford Site, which is near Richland, Washington. WRPS has developed the MARS using a standardized platform that is capable of deploying multiple retrieval technologies. To date, WRPS, working with their mentor-protege company, Columbia Energy and Environmental Services (CEES), has developed two retrieval mechanisms, MARS-Sluicing (MARS-S) and MARS-Vacuum (MARS-V). MARS-S uses pressurized fluids routed through spray nozzles to mobilize waste materials to a centrally located slurry pump (deployed in 2011). MARS-V uses pressurized fluids routed through an eductor nozzle. The eductor nozzle allows a vacuum to be drawn on the waste materials. The vacuum allows the waste materials to be moved to an in-tank vessel, then extracted from the SST and subsequently pumped to newer and safer double shell tanks (DST) for storage until the waste is treated for disposal. The MARS-S system is targeted for sound SSTs (i.e., non leaking tanks). The MARS-V is targeted for assumed leaking tanks or those tanks that are of questionable integrity. Both versions of MARS are beinglhave been developed in compliance with WRPS's TFC-PLN-90, Technology Development Management Plan [1]. TFC-PLN-90 includes a phased approach to design, testing, and ultimate deployment of new technologies. The MARS-V is scheduled to be deployed in tank 241-C-105 in late 2012.

  9. Houdini{trademark}: Reconfigurable in-tank mobile robot. Final report, June 1995--January 1997

    Energy Technology Data Exchange (ETDEWEB)

    Thompson, B.; Slifko, A.

    1998-12-31

    This report details the development of a reconfigurable in-tank robotic cleanup system called Houdini{trademark}. Driven by the general need to develop equipment for the removal of radioactive waste from hundreds of DOE waste storage tanks and the specific needs of DOE sites such as Oak Ridge National Laboratory and Fernald, Houdini{trademark} represents one of the possible tools that can be used to mobilize and retrieve this waste material for complete remediation. Houdini{trademark} is a hydraulically powered, track driven, mobile work vehicle with a collapsible frame designed to enter underground or above ground waste tanks through existing 24 inch riser openings. After the vehicle has entered the waste tank, it unfolds and lands on the waste surface or tank floor to become a remotely operated mini-bulldozer. Houdini{trademark} utilizes a vehicle mounted plow blade and 6-DOF manipulator to mobilize waste and carry other tooling such as sluicing pumps, excavation buckets, and hydraulic shears. The complete Houdini{trademark} system consists of the tracked vehicle and other support equipment (e.g., control console, deployment system, hydraulic power supply, and controller) necessary to deploy and remotely operate this system at any DOE site. Inside the storage tanks, the system is capable of performing heel removal, waste mobilization, waste size reduction, and other tank waste retrieval and decommissioning tasks. The first Houdini{trademark} system was delivered on September 24, 1996 to Oak Ridge National Laboratory (ORNL). The system acceptance test was successfully performed at a cold test facility at ORNL. After completion of the cold test program and the training of site personnel, ORNL will deploy the system for clean-up and remediation of the Gunite storage tanks.

  10. An integrated water system model considering hydrological and biogeochemical processes at basin scale: model construction and application

    Directory of Open Access Journals (Sweden)

    Y. Y. Zhang

    2014-08-01

    Full Text Available Integrated water system modeling is a reasonable approach to provide scientific understanding and possible solutions to tackle the severe water crisis faced over the world and to promote the implementation of integrated river basin management. Such a modeling practice becomes more feasible nowadays due to better computing facilities and available data sources. In this study, the process-oriented water system model (HEXM is developed by integrating multiple water related processes including hydrology, biogeochemistry, environment and ecology, as well as the interference of human activities. The model was tested in the Shaying River Catchment, the largest, highly regulated and heavily polluted tributary of Huai River Basin in China. The results show that: HEXM is well integrated with good performance on the key water related components in the complex catchments. The simulated daily runoff series at all the regulated and less-regulated stations matches observations, especially for the high and low flow events. The average values of correlation coefficient and coefficient of efficiency are 0.81 and 0.63, respectively. The dynamics of observed daily ammonia-nitrogen (NH4N concentration, as an important index to assess water environmental quality in China, are well captured with average correlation coefficient of 0.66. Furthermore, the spatial patterns of nonpoint source pollutant load and grain yield are also simulated properly, and the outputs have good agreements with the statistics at city scale. Our model shows clear superior performance in both calibration and validation in comparison with the widely used SWAT model. This model is expected to give a strong reference for water system modeling in complex basins, and provide the scientific foundation for the implementation of integrated river basin management all over the world as well as the technical guide for the reasonable regulation of dams and sluices and environmental improvement in river

  11. Large-scale quantification of suspended sediment transport and deposition in the Mekong Delta

    Directory of Open Access Journals (Sweden)

    N. V. Manh

    2014-04-01

    Full Text Available Sediment dynamics play a major role for the agricultural and fishery productivity of the Mekong Delta. However, the understanding of sediment dynamics in the Mekong Delta, one of the most complex river deltas in the world, is very limited. This is a consequence of its large extent, the intricate system of rivers, channels and floodplains and the scarcity of observations. This study quantifies, for the first time, the suspended sediment transport and sediment-nutrient deposition in the whole Mekong Delta. To this end, a quasi-2-D hydrodynamic model is combined with a cohesive sediment transport model. The combined model is calibrated automatically using six objective functions to represent the different aspects of the hydraulic and sediment transport components. The model is calibrated for the extreme flood season in 2011 and shows good performance for the two validation years with very different flood characteristics. It is shown how sediment transport and sediment deposition vary from Kratie at the entrance of the Delta to the coast. The main factors influencing the spatial sediment dynamics are the setup of rivers, channels and dike-rings, the sluice gate operations, the magnitude of the floods and tidal influences. The superposition of these factors leads to high spatial variability of sediment transport, in particular in the Vietnamese floodplains. Depending on the flood magnitude, the annual sedimentation rate averaged over the Vietnamese floodplains varies from 0.3 to 2.1 kg m−2 yr−1, and the ring dike floodplains trap between 1 and 6% of the total sediment load at Kratie. This is equivalent to 29 × 103–440 × 103 t of nutrients (N, P, K, TOC deposited in the Vietnamese floodplains. This large-scale quantification provides a basis for estimating the benefits of the annual Mekong floods for agriculture and fishery, and is important information for assessing the effects of deltaic subsidence and climate change related sea level rise.

  12. Evaluating sustainable adaptation strategies for vulnerable mega-deltas using system dynamics modelling: Rice agriculture in the Mekong Delta's An Giang Province, Vietnam.

    Science.gov (United States)

    Chapman, Alexander; Darby, Stephen

    2016-07-15

    Challenging dynamics are unfolding in social-ecological systems around the globe as society attempts to mitigate and adapt to climate change while sustaining rapid local development. The IPCC's 5th assessment suggests these changing systems are susceptible to unforeseen and dangerous 'emergent risks'. An archetypal example is the Vietnamese Mekong Delta (VMD) where the river dyke network has been heightened and extended over the last decade with the dual objectives of (1) adapting the delta's 18 million inhabitants and their livelihoods to increasingly intense river-flooding, and (2) developing rice production through a shift from double to triple-cropping. Negative impacts have been associated with this shift, particularly in relation to its exclusion of fluvial sediment deposition from the floodplain. A deficit in our understanding of the dynamics of the rice-sediment system, which involve unintuitive delays, feedbacks, and tipping points, is addressed here, using a system dynamics (SD) approach to inform sustainable adaptation strategies. Specifically, we develop and test a new SD model which simulates the dynamics between the farmers' economic system and their rice agriculture operations, and uniquely, integrates the role of fluvial sediment deposition within their dyke compartment. We use the model to explore a range of alternative rice cultivation strategies. Our results suggest that the current dominant strategy (triple-cropping) is only optimal for wealthier groups within society and over the short-term (ca. 10years post-implementation). The model suggests that the policy of opening sluice gates and leaving paddies fallow during high-flood years, in order to encourage natural sediment deposition and the nutrient replenishment it supplies, is both a more equitable and a more sustainable policy. But, even with this approach, diminished supplies of sediment-bound nutrients and the consequent need to compensate with artificial fertilisers will mean that smaller

  13. Improving Computational Efficiency of Model Predictive Control Genetic Algorithms for Real-Time Decision Support

    Science.gov (United States)

    Minsker, B. S.; Zimmer, A. L.; Ostfeld, A.; Schmidt, A.

    2014-12-01

    Enabling real-time decision support, particularly under conditions of uncertainty, requires computationally efficient algorithms that can rapidly generate recommendations. In this paper, a suite of model predictive control (MPC) genetic algorithms are developed and tested offline to explore their value for reducing CSOs during real-time use in a deep-tunnel sewer system. MPC approaches include the micro-GA, the probability-based compact GA, and domain-specific GA methods that reduce the number of decision variable values analyzed within the sewer hydraulic model, thus reducing algorithm search space. Minimum fitness and constraint values achieved by all GA approaches, as well as computational times required to reach the minimum values, are compared to large population sizes with long convergence times. Optimization results for a subset of the Chicago combined sewer system indicate that genetic algorithm variations with coarse decision variable representation, eventually transitioning to the entire range of decision variable values, are most efficient at addressing the CSO control problem. Although diversity-enhancing micro-GAs evaluate a larger search space and exhibit shorter convergence times, these representations do not reach minimum fitness and constraint values. The domain-specific GAs prove to be the most efficient and are used to test CSO sensitivity to energy costs, CSO penalties, and pressurization constraint values. The results show that CSO volumes are highly dependent on the tunnel pressurization constraint, with reductions of 13% to 77% possible with less conservative operational strategies. Because current management practices may not account for varying costs at CSO locations and electricity rate changes in the summer and winter, the sensitivity of the results is evaluated for variable seasonal and diurnal CSO penalty costs and electricity-related system maintenance costs, as well as different sluice gate constraint levels. These findings indicate

  14. Climate Change and its Impact on Water Resources in the Huai River Basin

    Institute of Scientific and Technical Information of China (English)

    ZUO Qiting; CHEN Yaobin; TAO Jie

    2012-01-01

    Rainfall and air temperature data from six meteorological stations above the Bengbu Sluice and hydrological and water resources evaluation data from the Bengbu Hydrological Station in the Huai River Basin from 1961 to 2008 are used to analyze the impact of changes in climatic factors on the amount of water resources in the Basin. There was a general trend of rise in its average annual air temperature, with the highest increase of 0.289℃/10a recorded at Bengbu in Anhui Province. Rising rainfall was mainly observed in the western part of the study area, while rainfall actually declined in the eastern part, i.e. the middle reaches of the Huai River. The Average rainfall in the study area was in a vaguely declining trend. In other words, the rainfall in the Basin is still much affected by natural fluctuations. On the whole, there was a trend of gradual decrease in the quantity of the Basin's water resources for the period under study. Water resources quantity is found to fall with decreasing rainfall and rising air temperature. Regression analysis is used to establish a mathematical model between water resources quantity and climatic factors (i.e. air temperature and rainfall) in order to explore the impact of climate change on water resources in the Basin. Moreover, various scenarios are set to quantitatively analyze the response of water resources to climate change. Sensitivity analysis shows that changes in rainfall have a much bigger impact on its water resources quantity than changes in its air temperature.

  15. Diversity and abundance of Gram positive bacteria in a tidal flat ecosystem.

    Science.gov (United States)

    Stevens, Heike; Brinkhoff, Thorsten; Rink, Beate; Vollmers, John; Simon, Meinhard

    2007-07-01

    Gram positive bacteria recently have been identified as important components of freshwater ecosystems and are also present in marine environments. However, their quantitative significance and possible role in the latter systems is still little studied, in particular in coastal regions. Therefore, we investigated the abundance and composition of Gram positive bacteria in the Wadden Sea, a tidal flat ecosystem in the German Bight of the North Sea. Applying fluorescence in situ hybridization we found that Actinobacteria constitute 4-7% of total bacteria in the Wadden Sea and slightly higher proportions in a freshwater drainage channel connected to the sea by a sluice. The application of denaturing gradient gel electrophoresis of 16S rRNA gene fragments after amplification by an Actinobacteria-specific primer set and subsequent sequencing showed that the composition of the actinobacterial community in the Wadden Sea was distinctly different from that in the freshwater system. A bacterial clone library of 111 clones yielded eight Gram positive phylotypes which are related closely to other marine phylotypes including the Marine Actinobacteria Clade but also to freshwater phylotypes. We applied dilution cultures, enriched with various biopolymers, Marine Broth and Fucus vesiculosus extracts, for isolating bacteria from the bulk water, suspended aggregates, the oxic surface and oxic/anoxic transition zone of the sediment. Fifty-three isolates affiliated to seven families of the order Actinomycetales and nine isolates to the family Bacillaceae. The salinity range (1-45 per thousand NaCl) and growth optimum of 14 strains from various families showed that all except one strain exhibited a rather broad range of sustained growth from 1 per thousand to >or= 20 per thousand NaCl and several strains exhibited an optimum of > 10 per thousand NaCl. The results indicate that the Gram positive bacterial community in the Wadden Sea is surprisingly diverse and consists mainly of

  16. CAUSES AND COUNTERMEASURES FOR CHAOHU LAKESHORE COLLAPSE

    Institute of Scientific and Technical Information of China (English)

    GAO Chao; WANG Xin-yuan; YANG Ze-dong; LU Ying-cheng; HE Hui

    2005-01-01

    By interpreting the remote sensing data of aerial photos and satellite images in different time, combining with field investigation, landform and water level observation, collecting data of weather, hydrology in Chaohu Lake, Anhui Province from 1957 to 2003, the reasons for collapse of Chaohu lakeshore were analyzed. The results are as follows: 1) The collapse of the Chaohu lakeshore is controlled macroscopically by two sets of north-east and the north-west faults, and the degree of collapse is determined microcosmically by lithology. 2) The constant change of water level, resulting from precipitation, wind speed and its direction, is one of the main reasons for intermittence collapse. 3) The soil and water loss or mud and sand filling up, resulting from artificial factors, such as inconsequence control of Chaohu sluice or irrational agricultural and industrial activities, etc., can uplift the lake's bed and drive water level up. The high water level also results in the collapse. Judging from the above mentioned reasons for the collapse, we have proposed some countermeasures: 1) Putting the lakeshore slope protection project such as stone and cement mortar into practice, and upstream slope should be 1:2.5 or 1:3, some parts of them should be 1:4, if they were not stable. The back slope, which is from Gui Mountain to Zhongmiao Temple, should be 1:1.5-1:3.2) Constructing a greenbelt for the lakeshore, planting some vegetation such as osier, bulrush and poplar, to resist waves between the high and the low water level. 3) Controlling Chaohu Lake water level scientifically. Corrosion of lakeshore that contains gravel clay and ferruginous-manganese concretionary structures, can decrease at low water level. 4) Renovating Chaohu Lake drainage area, strengthening the administration and supervision, breaking regionalism and establishing special administration organization.

  17. Landslides and Earthquake Lakes from the Wenchuan, China Earthquake - Can it Happen in the U.S.?

    Science.gov (United States)

    Stenner, H.; Cydzik, K.; Hamilton, D.; Cattarossi, A.; Mathieson, E.

    2008-12-01

    The May 12, 2008 M7.9 Wenchuan, China earthquake destroyed five million homes and schools, causing over 87,650 deaths. Landslides, a secondary effect of the shaking, caused much of the devastation. Debris flows buried homes, rock falls crushed cars, and landslides dammed rivers. Blocked roads greatly impeded emergency access, delaying response. Our August 2008 field experience in the affected area reminded us that the western United States faces serious risks posed by earthquake-induced landslides. The topography of the western U.S. is less extreme than that near Wenchuan, but earthquakes may still cause devastating landslides, damming rivers and blocking access to affected areas. After the Wenchuan earthquake, lakes rapidly rose behind landslide dams, threatening millions of lives. One landslide above Beichuan City created Tangjiashan Lake, a massive body of water upstream of Mianyang, an area with 5.2 million people, 30,000 of whom were killed in the quake. Potential failure of the landslide dam put thousands more people at risk from catastrophic flooding. In 1959, the M7.4 Hebgen Lake earthquake in Montana caused a large landslide, which killed 19 people and dammed the Madison River. The Army Corps excavated sluices to keep the dam from failing catastrophically. The Hebgen Lake earthquake ultimately caused 28 deaths, mostly from landslides, but the affected region was sparsely populated. Slopes prone to strong earthquake shaking and landslides in California, Washington, and Oregon have much larger populations at risk. Landslide hazards continue after the earthquake due to the effect strong shaking has on hillslopes, particularly when subjected to subsequent rain. These hazards must be taken into account. Once a landslide blocks a river, rapid and thoughtful action is needed. The Chinese government quickly and safely mitigated landslide dams that posed the greatest risk to people downstream. It took expert geotechnical advice, the speed and resources of the army

  18. Strategies for redundancy resolution of dual-arm systems with passive elements for tank waste removal

    Energy Technology Data Exchange (ETDEWEB)

    Dubey, R. [Univ. of Tennessee, Knoxville, TN (United States). Dept. of Mechanical Engineering; Love, L.J. [Oak Ridge Inst. for Science and Education, TN (United States)

    1997-03-01

    The work described in this paper focuses on the coordination and control of two manipulators coupled by passive elements operating in a confined space. An example of one such system is the hardware used for the environmental response treatability study funded by the Department of Energy at Oak Ridge National Laboratory (ORNL). The motivation for this project is to establish the methodology necessary to extract large volumes of hazardous waste from underground storage facilities. The hardware used at ORNL consists of two long-reach manipulators. The first robot, the Modified Light Duty Utility Arm (MLDUA), is an 8-degree-of-freedom long-reach manipulator. The second arm, the Hose Management Arm (HMA), has two active degrees-of-freedom and provides hardware to break up and extract materials from the tank. Current strategies call for the MLDUA to grasp a combined sluicing end-effector attached, by a long flexible hose, to the HMA. The MLDUA will then move the combined system through the waste, extracting material. This paper describes many of the issues related to redundancy resolution and the coordinated control of these two robots. First, the authors provide a brief outline of the project and the existing hardware. This is followed by a description of existing redundancy resolution techniques and the impact redundancy has on the success of the project. Finally, preliminary simulation results show the effect cooperative control has on the level of forces generated between the dual-arm systems when coupled by an elastic exhaust hose. These results show a significant reduction in forces when both arms are active and have a combined manipulation strategy.

  19. Density and habitat dependent effects of crab burrows on sediment erodibility

    Science.gov (United States)

    Needham, Hazel R.; Pilditch, Conrad A.; Lohrer, Andrew M.; Thrush, Simon F.

    2013-02-01

    Despite biological interactions being highlighted as a key process in determining particle fluxes, relatively few studies have attempted to establish the links between burrow building bioturbators and sediment stability. The mud crab Austrohelice crassa, is a key burrowing species in New Zealand estuaries that has shown context-specific interactions with its environment. Here we use annular flumes to test if sediment stability and erodibility were altered as a function of A. crassa burrow density in two contrasting sediment types: a cohesive sandy-mud and a non-cohesive sand. Three burrow density treatments (n = 3) reflecting the natural density range in each sediment type (sand; 0-100 m- 2, sandy-mud; 0-400 m- 2), were collected from the field and subjected to sequential increases in water flow velocity. Flow profiles were measured and bed shear stresses were calculated for each treatment. Increasing burrow density reduced the mass of sediment eroded at 0.35 m s- 1(ME-35, g m- 2) in cohesive sandy-mud, while in non-cohesive sand a unimodal pattern was observed, whereby erosion rates were greatest at the lowest burrow density (19 m- 2). In the cohesive sediment, the linear decrease in erodibility with increasing burrow density was likely affected by the sluicing of fine particulates (silt-clay) from burrows when the tide was out creating both a smoothing and consolidating effect on the sediment surface. A reduction in flow velocity due to the increased presence of surficial pellets and greater trapping of bedload transported material was attributed to the reduction in the mass of sediment eroded in sand at high burrow densities. This study demonstrates that burrow builders influence sediment transport by more than just vertical particle mixing and highlights some of the complexities of small-scale sediment processes. Knowledge of different organism-sediment interactions among sediment types and spatial scales will enhance the accuracy of sediment transport models.

  20. Towards a systemic assessment of environmental impact (SAEI regarding alternative hydrosedimentological management practice in the Canal del Dique, Colombia

    Directory of Open Access Journals (Sweden)

    Leonel Vega Mora

    2012-10-01

    Full Text Available The Canal del Dique, located on the Colombian Caribbean Coast, can be seen as an "artificial" branch of the River Magdalena. Since its inception in 1650, it has undergone a series of interventions aimed at optimising river navigation between Cartagena and the interior of the country, little consideration having been paid to institutional, economic, social and environmental impacts.This paper presents a systemic assessment of environmental impact (SAEI methodology, based on systemic parameterisation of the environment, proposed by Vega [2011], for the strategic environmental assessment of policy, plans, programmes or large-scale projects, considering a case study of the Canal del Dique environmental rehabilitation as proposed by the Colombian government.Information arising from the framework of an inter-administrative agreement between the Universidad Nacional de Colombia and the Regional Autonomous Corporation for the Rio Grande de la Magdalena (CORMAGDALENA was used for studying the environmental restoration of and navigation in the Canal del Dique [UN-LEH, 2008]. The authors developed and summarised SAEI regarding six alternatives for hydrosedimentological management in the canal to obtain results concerning environmental impairment or improvement regarding each factor considered, and the degree of aggressiveness or betterment involved in each alternative.Alternative 4, an enhanced version of current condition (ECC would have produced the greatest environmental benefit (i.e. limited dredging plus optimising channel-wetland interconnection requiring the narrowing of three straight reaches along the canal and the construction of a sluice-gate system in the Strait of Paracuica (near the town of El Recreo.

  1. Combined risk assessment of nonstationary monthly water quality based on Markov chain and time-varying copula.

    Science.gov (United States)

    Shi, Wei; Xia, Jun

    2017-02-01

    Water quality risk management is a global hot research linkage with the sustainable water resource development. Ammonium nitrogen (NH3-N) and permanganate index (CODMn) as the focus indicators in Huai River Basin, are selected to reveal their joint transition laws based on Markov theory. The time-varying moments model with either time or land cover index as explanatory variables is applied to build the time-varying marginal distributions of water quality time series. Time-varying copula model, which takes the non-stationarity in the marginal distribution and/or the time variation in dependence structure between water quality series into consideration, is constructed to describe a bivariate frequency analysis for NH3-N and CODMn series at the same monitoring gauge. The larger first-order Markov joint transition probability indicates water quality state Class Vw, Class IV and Class III will occur easily in the water body of Bengbu Sluice. Both marginal distribution and copula models are nonstationary, and the explanatory variable time yields better performance than land cover index in describing the non-stationarities in the marginal distributions. In modelling the dependence structure changes, time-varying copula has a better fitting performance than the copula with the constant or the time-trend dependence parameter. The largest synchronous encounter risk probability of NH3-N and CODMn simultaneously reaching Class V is 50.61%, while the asynchronous encounter risk probability is largest when NH3-N and CODMn is inferior to class V and class IV water quality standards, respectively.

  2. 淮河-沙颍河水量水质综合模拟%Numerical simulation of water quantity and quality for the Shaying River in Huai River

    Institute of Scientific and Technical Information of China (English)

    陆露; 张艳军; 宋星原; 袁迪; 刘佳明

    2013-01-01

    为了模拟淮河中游洪水及污染物氨氮的变化过程,根据河道水动力特性以及污染物输送特征,利用2000-2003年6场洪水的流量、水质资料和451个断面的地形资料,建立了河网一维水动力模型和水质模型.经过模拟验证,模型计算的流量平均确定性系数为0.85,水质浓度变化与实测状况趋势保持一致,表明建立的模型具有较好的模拟效果,可为淮河水闸的防洪防污调度提供技术支持.%In order to simulate the dynamic change of flood discharge and the concentration of the main contaminant(ammonia-nitrogen) in the middle reach of Huai River Basin,one-dimensional hydrodynamic and water quality model for river networks are established by using topographical data,observation discharge and water quality data of 451 sections in 2000-2003,on the basis of hydrodynamic characteristic of rivers as well as the pollution transportation characteristic.After the model validation,the average coefficient of determination is 0.85 and the simulated concentration of ammonia-nitrogen has the same trend with the measured ones.The model is applied to the sluice's flood and pollution control system.

  3. Finite Element Analysis of Goggles Gate Based on Ansys%基于ANSYS的护镜门三维有限元分析

    Institute of Scientific and Technical Information of China (English)

    郑圣义; 季薇; 邬显强

    2012-01-01

    针对南京三汊河河口闸构件存在一定程度的锈蚀,同时其吊点与重心偏离,启闭过程中自重产生的应力、变形等问题,运用大型通用有限元分析软件ANSYS建立1 #护镜门(左岸)的空间三维有限元模型,选取不同开启角度模拟闸门的开启,分析了闸门在不同开度时自重作用下的应力、变形情况,并与相应规范折算出的容许应力和容许挠度加以比较,对闸门的安全运行进行校核,为安全运行以及护镜门的优化设计提供参考.%Aimed at the problems of the goggles gate of Sancha River sluice in Nanjing, which were caused by corrosion and the offset of lifting point, we establishded the finite element model of goggles gate 1#(left bank) with the large general-purpose finite element analysis software ANSYS to study the deformation and stress of the gate then compared with the allowed values,to check the safe use of the gate, also provide a reference for common use and design optimization.

  4. Human impacts on the Changjiang (Yangtze) River basin, China, with special reference to the impacts on the dry season water discharges into the sea

    Science.gov (United States)

    Chen, Xiqing; Zong, Yongqiang; Zhang, Erfeng; Xu, Jiangang; Li, Shijie

    2001-11-01

    The annual mean discharge from the upper Changjiang (Yangtze) basin has shown a significant decreasing trend since the end of the 19th century. Since the 1970s, the monthly mean discharge to the sea has also shown a dramatic decrease during dry seasons. This paper examines the human impacts on the major hydrological processes in the Changjiang River basin, with a special focus on their influence on the discharge from the drainage basin to the sea during the dry season. Climatic warming has been obvious since the 1960s in the headwater area, resulting a continuous retreat of glaciers, while the increased evaporation is responsible for the dropping of lake water levels and decrease in water area. Such a trend continuing into the coming decades will significantly change the seasonal hydrological processes, especially the dry-season discharges from the upper basin. The decreasing vegetation cover and the increasing reservoir volume capacity also impacted on the water discharge over the past decades, although in different ways. The possible impacts of the Three Gorges Dam on the monthly variation of water discharge to the sea are discussed with special emphasis. In the middle basin discussions are focused on the effect of decreasing lake area, of increasing reservoir capacity, and of irrigated agriculture on the temporal changes of water discharge since the 1950s. The human impacts on water discharge from the lower basin to the sea are mostly attributed to water transfer to both tributary and neighboring drainage basins by a large number of electric pumping stations and sluices. The total water transferring capacity is more than 5000 m 3/s along the lower river. Studies indicate that in a dry season the water discharge to the sea is greatly reduced and results in strong saltwater intrusion in the estuary.

  5. Atmospheric emission of mercury due to combustion of steam coal and domestic coal in China

    Science.gov (United States)

    Wang, Shaobin; Luo, Kunli

    2017-08-01

    To study the mercury emission due to the combustion of steam coal and domestic coal in China, we analyzed the mercury contents of coal, fly ash, bottom ash and sluicing water in thermal power plants, steam boilers as well as domestic coal-stoves, in Shaanxi, Shanxi, Shandong and Yunnan Provinces. This study conduct an estimate of the Hg emission rates from steam coal and domestic coal combustion based on the method of mass distribution ratio of fly ash and bottom ash. The results show that the Hg emission rate of coal combustion in thermal power plants is about 50.21% (electrostatic precipitators + wet flue gas desulfurization), and that in heating boilers is about 67.23%, and 92.28% in industrial boilers without flue gas desulphurisation equipment. Furthermore, Hg emission rate is 83.61% due to domestic coal combustion in coal-stoves. The Hg emission amount into the atmosphere from power and heat generation, industrial boilers, domestic coal-stoves and spontaneous combustion of coal gangue is roughly estimated to be 133 ± 4, 100 ± 17, 11 ± 0.1 and 47 ± 26 tons in China in 2014, respectively, and the total Hg emission amount from this paper is estimated at 292 tons. The trends of Hg emission in China from 1991 to 2014 show an accelerating growth after 2002. The proportion of mercury emission due to thermal power, heating generation and industrial energy utilization continuously increased. The atmospheric emission of mercury due to combustion of steam coal, domestic coal and coal gangue accounts nearly 50% in total anthropogenic Hg emissions in China, indicating one of the largest sources of Hg emission in China which should draw more public and scientific attention in the future.

  6. Quick release stoplog design for the Nova Scotia Power Harmony Dam

    Energy Technology Data Exchange (ETDEWEB)

    Hibbs, R. [Hatch Energy, St. John' s, NL (Canada); Snyder, G. [Hatch Energy, Fredericton, NB (Canada); McEwen, D. [Hatch Energy, Niagara Falls, ON (Canada); Locke, E. [Nova Scotia Power, Halifax, NS (Canada)

    2008-07-01

    In 2003 Nova Scotia Power conducted a dam safety evaluation for the Harmony Hydro System on the Medway River. Flood control at the main dam was performed using crest boards on the overflow section and stoplogs in the sluiceway bays. This process was time consuming, labour intensive and possibly dangerous. A flood analysis had demonstrated that the spillway could not handle the design flood with adequate freeboard, even assuming that all crest boards and stoplogs could be removed. The flood handling capacity of the dam was therefore redesigned, so that infrequent flood events could be passed without any user intervention and larger floods could be passed with the use of quick-release stoplogs. In 2006 and 2007, six bays of quick-release stoplogs, a sluice gate and upgraded overflow spillway were installed. The quick-release stoplogs featured a novel release mechanism consisting of a roller and lever arm, which significantly reduced the effort to release the stoplogs when compared with a typical pull-pin release mechanism. This paper described the novel quick-release mechanism that utilized a lever and roller instead of a pull-pin. The paper discussed the successful design, installation and testing of the quick-release mechanism at the main sluiceway on the Harmony Main Dam in Nova Scotia. The paper described the facility and discussed engineering work that was performed by Hatch Energy between 2003 and 2006. The disadvantages of quick-release stoplogs were also identified. Other topics that were discussed included fabrication and installation as well as commissioning and operation. It was concluded that quick-release stoplog spillways could be cost-effective and efficient elements for flood handling. A difficult design component of traditional quick-release designs has been the pull-pin which releases the central column. Under load conditions, the pull pin can jam and prevent release of the stoplogs. 9 figs.

  7. Oak Ridge National Laboratory Old Hydrofracture Facility Waste Remediation Using the Borehole-Miner Extendible-Nozzle Sluicer

    Energy Technology Data Exchange (ETDEWEB)

    Bamberger, J.A.; Boris, G.F.

    1999-10-07

    A borehole-miner extendible-nozzle sluicing system was designed, constructed, and deployed at Oak Ridge National Laboratory to remediate five horizontal underground storage tanks containing sludge and supernate at the ORNL Old Hydrofracture Facility site. The tanks were remediated in fiscal year 1998 to remove {approx}98% of the waste, {approx}3% greater than the target removal of >95% of the waste. The tanks contained up to 18 in. of sludge covered by supernate. The 42,000 gal of low level liquid waste were estimated to contain 30,000 Ci, with 97% of this total located in the sludge. The retrieval was successful. At the completion of the remediation, the State of Tennessee Department of Environment and Conservation agreed that the tanks were cleaned to the maximum extent practicable using pumping technology. This deployment was the first radioactive demonstration of the borehole-miner extendible-nozzle water-jetting system. The extendible nozzle is based on existing bore hole-miner technology used to fracture and dislodge ore deposits in mines. Typically borehole-miner technology includes both dislodging and retrieval capabilities. Both dislodging, using the extendible-nozzle water-jetting system, and retrieval, using a jet pump located at the base of the mast, are deployed as an integrated system through one borehole or riser. Note that the extendible-nozzle system for Oak Ridge remediation only incorporated the dislodging capability; the retrieval pump was deployed through a separate riser. The borehole-miner development and deployment is part of the Retrieval Process Development and Enhancements project under the direction of the US Department of Energy's EM-50 Tanks Focus Area. This development and deployment was conducted as a partnership between RPD and E and the Oak Ridge National Laboratory's US DOE EM040 Old Hydrofracture Facility remediation project team.

  8. Hard bottom substrate monitoring Horns Rev offshore wind farm. Annual status report. 2004

    Energy Technology Data Exchange (ETDEWEB)

    Leonhard, S.B.; Pedersen, John

    2005-05-15

    Elsam and Eltra have built the offshore demonstration wind farm at Horns Rev in the North Sea. Elsam is the owner and is responsible for the operation of the wind farm. Eltra is responsible for the connection of the wind farm to the national onshore grid. In the summer months of 2002, Elsam constructed the world's largest offshore wind farm at the Danish west coast. The wind farm is located 14-20 km into the North Sea, west of Blaevands Huk. The first wind turbine foundation was in place in March 2002 and the last mono-pile was in place in August 2002 for a total of 80. The construction work was completed with the last connecting cables sluiced down in September 2002. All the wind turbines were in production in December 2002. The expected impact from the wind farm will primarily be an alternation of habitats due to the introduction of hard bottom substrates as wind mono-piles and scour protections. A continuous development in the epifouling communities will be expected together with an introduction of new or alien species in the area. The indigenous benthic community in the area of Horn Rev can be characterised by infauna species belonging to the Goniadella-Spisula community. This community is typical of sandbanks in the North Sea area, although communities in such areas are very variable and site specific. Character species used as indicators for environmental changes in the Horns Rev area are the bristle worms Goniadella bobretzkii, Ophelia borealis, Psione remota and Orbinia sertulata and the mussels Goodallia triangularis and Spisula solida. In connection with the implementation of the monitoring programme concerning the ecological impact of the introduction of hard substrate related to the Horns Rev Wind Farm, surveys on hard bottom substrates were initialised in March 2003 with monitoring conducted in September 2003 and March and September 2004. This report describes the results from surveys on hard substrates in 2004. (au)

  9. Development and Deployment of the Mobile Arm Retrieval System (MARS) - 12187

    Energy Technology Data Exchange (ETDEWEB)

    Burke, Christopher A.; Landon, Matthew R. [Washington River Protection Solutions, Richland, Washington 99352 (United States); Hanson, Carl E. [AREVA Federal Services, Richland, Washington 99352 (United States)

    2012-07-01

    Washington River Protection Solutions (WRPS) is developing and deploying Mobile Arm Retrieval System (MARS) technologies solutions to support retrieval of radioactive and chemical waste from underground single shell storage tanks (SST) located at the Hanford Site, which is near Richland, Washington. WRPS has developed the MARS using a standardized platform that is capable of deploying multiple retrieval technologies. To date, WRPS, working with their mentor-protege company, Columbia Energy and Environmental Services (CEES), has developed two retrieval mechanisms, MARS-Sluicing (MARS-S) and MARS-Vacuum (MARS-V). MARS-S uses pressurized fluids routed through spray nozzles to mobilize waste materials to a centrally located slurry pump (deployed in 2011). MARS-V uses pressurized fluids routed through an eductor nozzle. The eductor nozzle allows a vacuum to be drawn on the waste materials. The vacuum allows the waste materials to be moved to an in-tank vessel, then extracted from the SST and subsequently pumped to newer and safer double shell tanks (DST) for storage until the waste is treated for disposal. The MARS-S system is targeted for sound SSTs (i.e., non leaking tanks). The MARS-V is targeted for assumed leaking tanks or those tanks that are of questionable integrity. Both versions of MARS are being/have been developed in compliance with WRPS's TFC-PLN-90, Technology Development Management Plan [1]. TFC-PLN-90 includes a phased approach to design, testing, and ultimate deployment of new technologies. The MARS-V is scheduled to be deployed in tank 241-C-105 in late 2012. (authors)

  10. Environmental data for the White Oak Creek/White Oak Lake watershed: Environmental Sciences Division publication No. 2779

    Energy Technology Data Exchange (ETDEWEB)

    Sherwood, C.B.; Loar, J.M.

    1987-01-01

    Oak Ridge National Laboratory (ORNL) is located in the White Oak Creek (WOC) watershed, which drains approximately 16.8 km/sup 2/ (6.5 mile/sup 2/). The waters of WOC are impounded by White Oak Dam at WOC's intersection with White Wing Road (State Route 95), 1.0 km (0.6 mile) upstream from the Clinch River. The resulting White Oak Lake (WOL) is a small, shallow impoundment, whose water level is controlled by a vertical sluice gate that remains in a fixed position during normal operations. White Oak Creek has been utilized for the discharge of treated and untreated wastes from routine operations since the Laboratory's inception. In addition, most of the more recent (1954 to date) liquid and solid low-level-waste disposal operations have been located in the drainage area of WOC. As a federally owned facility, ORNL is required to comply with all existing federal, state, and local environmental regulations regarding waste management. On July 15, 1985, the US Environmental Protection Agency published final rules to incorporate changes in the Resource Conservation and Recovery Act of 1976 that resulted from the passage of the Hazardous and Solid Waste Amendments of 1984. As a part of the rule changes, a new Sect. 3004(u) was added. The new section requires that any facility permit issued after November 8, 1984, include planned corrective actions for all continuing releases of hazardous waste or constituents from any disposal unit at the facility, regardless of when the waste was placed at the disposal unit. This report was prepared to compile existing information on the content and quantity of hazardous substances (both radioactive and nonradioactive) in the WOC/WOL watershed and to provide background information on the geology, hydrology, and ecology of the site for use in planning future remedial actions. 109 refs., 45 figs., 33 tabs.

  11. Synthesis of Juvenile Salmonid Passage Studies at The Dalles Dam, Volume II, 2001-05

    Energy Technology Data Exchange (ETDEWEB)

    Johnson, Gary E.; Beeman, John W.; Duran, Ian; Puls, Andrew

    2007-08-15

    The overall goal of juvenile salmonid research at The Dalles Dam is to provide data to inform decisions on strategies to improve smolt survival rates at the project. Survival improvement strategies address the three primary passage routes at The Dalles Dam -- spillway, sluiceway, and turbines – with the general intent to increase spill and sluice passage and decrease turbine passage. Since the review by Ploskey et al. (2001a) of research during 1982-2000 at The Dalles Dam, the Corps funded over $20M of research in at least 39 studies during 2001-2006. The purpose of the current review is to synthesize juvenile salmonid passage data at The Dalles Dam (TDA) collected from 2001 through 2006. The data we synthesize comes from numerous research techniques employed to address particular study objectives at The Dalles Dam. The suite of techniques includes acoustic and radio telemetry, acoustic cameras, acoustic Doppler current profilers, balloon tags, computational fluid dynamics models, drogues, fixed and mobile hydroacoustics, fyke nets, physical scale models, PIT-tags, sensor fish, sonar trackers, and underwater video. Hydraulic data involves flow patterns and water velocities. Biological data involve forebay approach paths and residence times, horizontal and diel distributions, passage efficiencies and effectiveness, fish behaviors, tailrace egress and predation rates, and route-specific and total project survival rates. Data for 2001-2006 are synthesized in this report to provide, in conjunction with Ploskey et al. (2001a), resources for engineers, biologists, and dam operators to use when making decisions about fish protection measures for juvenile salmonids at The Dalles Dam. This review covers the major fish passage research efforts during 2001-2006 and includes sections on the Environmental Setting, Forebay and Project Passage Studies, Spill Studies, Sluiceway Studies, Turbine Studies, Smolt Survival Studies, and a Discussion.

  12. Improvements to coal transport methods and associated site reception and handling facilities for the industrial user

    Energy Technology Data Exchange (ETDEWEB)

    1989-01-01

    A comprehensive coal handling system, installed at CRE for receiving, storing and supplying coal to a test boilerhouse, has shown itself generally reliable and environmentally attractive. The system comprises coal reception by means of a 22 tonne tipping hopper and storage within two silos, one of flat-bottomed concrete stave (250 tonnes) construction and the other of glassed steel (160 tonnes) construction with a hopper bottom. Transfer of coal between these components and boiler feed hoppers is provided by a dense-phase pneumatic conveying system. In addition to the tipping hopper two further reception systems, containerisation and a wide belt vehicle unloader, have been investigated. Facilities developed to receive, unload and tip standard 20 tonne capacity ISO containers have been installed at a customer trial site. Tests with a 200 mm diameter suction nozzle have demonstrated that coal conveying rates of up to 61 tonne/hr can be achieved. The consequence of long term storage of smalls coal has been investigated during a storage period of 12 months within the concrete stave silo at CRE. During this period, the carbon monoxide concentrations in the silo headspace underwent considerable daily variation. This was found to be dependent upon atmospheric temperature, pressure and windspeed. Based on the principles derived from a test unit, a hydraulic ash sluicing system has been installed to transport oversize ash extracted from the bed of a 9 MWt fluidised bed furnace at an industrial site. A low-cost, submerged, rubber belt wet ash extraction system has been installed on a modular boilerhouse which was on test at CRE. This unit has undergone long-term evaluation trials and has been operated successfully during a nine-month trial period. The unit, together with the modular boilerhouse, is to be moved to a customer site and a second unit has been placed on order. 13 refs., 48 figs., 5 tabs.

  13. The Practice of Water Purification and Landscape Construction in Wu River Wetland%武河湿地水质净化及景观营造的实践

    Institute of Scientific and Technical Information of China (English)

    党东雨

    2012-01-01

    This article mainly discusses the concrete project practice of water purification and landscape construction in Wu River Wetland. According to actual conditions of the wetland, cofferdam, dam, sluice and overflow weir of the water conservancy projects are taken to the upstream two river coming water for distribution configuration, making the river flow through the uniform ecological wetland. In wetland areas, all kinds of aquatic plants are scientific configured to achieve the purpose of purifying water quality by using aquatic plants. On the whole the planning and design of the wetland is made with gardening art skills, based on ecological water purification function, to greatly enhance the landscape quality of Wu river wetland, to achieve the unifying of the wetland ecological restoration and landscape construction and to improve the ecological environment of the wetland.%主要论述了武河湿地进行水质净化及景观营造的实践.该项目根据武河湿地场地实际状况,通过围堰、挡水坝、节制闸和溢流堰等各项水利工程对上游2条河水进行重新配水,使河水均匀流经各湿地生态区.在湿地生态区内,科学配置各种水生植物,达到利用水生植物净化水质的目的.对整个湿地的规划设计采用造园艺术手法,在满足水质净化功能的基础上,提高武河湿地的景观效果,达到湿地生态修复与景观营造的统一,改善湿地的生态环境.

  14. Evaluation of operating characteristics for a chabazite zeolite system for treatment of process wastewater at Oak Ridge National Laboratory

    Energy Technology Data Exchange (ETDEWEB)

    Kent, T.E.; Perona, J.J.; Jennings, H.L.; Lucero, A.J.; Taylor, P.A.

    1998-02-01

    Laboratory and pilot-scale testing were performed for development and design of a chabazite zeolite ion-exchange system to replace existing treatment systems at the Process Waste Treatment Plant (PWTP) at Oak Ridge National Laboratory (ORNL). The process wastewater treatment systems at ORNL need upgrading to improve efficiency, reduce waste generation, and remove greater quantities of contaminants from the wastewater. Previous study indicated that replacement of the existing PWTP systems with an ion-exchange system using chabazite zeolite will satisfy these upgrade objectives. Pilot-scale testing of the zeolite system was performed using a commercially available ion-exchange system to evaluate physical operating characteristics and to validate smaller-scale column test results. Results of this test program indicate that (1) spent zeolite can be sluiced easily and completely from a commercially designed vessel, (2) clarification followed by granular anthracite prefilters is adequate pretreatment for the zeolite system, and (3) the length of the mass transfer zone was comparable with that obtained in smaller-scale column tests. Laboratory studies were performed to determine the loading capacity of the zeolite for selected heavy metals. These test results indicated fairly effective removal of silver, cadmium, copper, mercury, nickel, lead, and zinc from simple water solutions. Heavy-metals data collected during pilot-scale testing of actual wastewater indicated marginal removal of iron, copper, and zinc. Reduced effectiveness for other heavy metals during pilot testing can be attributed to the presence of interfering cations and the relatively short zeolite/wastewater contact time. Flocculating agents (polyelectrolytes) were tested for pretreatment of wastewater prior to the zeolite flow-through column system. Several commercially available polyelectrolytes were effective in flocculation and settling of suspended solids in process wastewater.

  15. Salto de Aldeadávila, España

    Directory of Open Access Journals (Sweden)

    Martínez Artola, P.

    1966-05-01

    Full Text Available An agreement was signed on August 11, 1927, between Spain and Portugal, on the development of the river Duero along the section which is common to both countries. The Spanish government gave the firm Iberduero, S. A., the right to exploit the river between the rivers Tormes and Huebra. It would seem that the hydroelectric exploitation of a river with a slope of 0.372% should best be accomplished by means of pressure conduits. But the volume of water involved the urgent demand for electric power and the geological and topographical conditions of the valley counselled the adoption of systems of dams and power stations at each dam. The Aldeadávila dam is a thick vaulted dam. Its height is 140 ms, with a surface spillway. It has 8 circular sluice gates, 14 x 8.30 m each, and a reserve height of 5 m. The capacity of the dam is 115 x 106 m3 of water. The power station is below the ground, and has 6 generators, each of 142.500 KVA. This article describes in detail the construction and characteristics of this very important project.La parte del tramo internacional del Duero, que, de acuerdo con el Convenio hispano-portugués de 11 de agosto de 1927 y las pertinentes autorizaciones administrativas del Gobierno español, fue concedida a Iberduero, S. A., es la correspondiente al desnivel existente entre las desembocaduras de los ríos Tormes y Huebra, en el Duero fronterizo.

  16. Sustainably Managing Sediment in Regulated Rivers: Recent Developments

    Science.gov (United States)

    Kondolf, G. M.; Gao, Y.; Annandale, G. W.; Morris, G. L.; Sumi, T.

    2014-12-01

    Inspired by the current drought and concerns about maintaining water storage capacity, California State Senate this year passed SB1259, directing the Department of Water Resources to assess the state's reservoirs for sedimentation problems. The need to actively manage sediment in reservoirs is increasingly recognized, as valuable reservoir storage capacity is lost and downstream reaches suffer from sediment starvation, manifesting problems such as channel incision, accelerated erosion of deltas, and loss of gravels important for habitat. With increased dam construction globally, these impacts will be widespread. Despite the opportunities to pass sediment through or around reservoirs (to preserve reservoir capacity and to minimize downstream impacts), these sustainable approaches to managing sediment are not applied in many situations where they would be effective. From a workshop involving international and Chinese experts and review of recent literature, collective global experience in managing reservoir sediments and mitigating downstream sediment starvation suggest that sediment management can be classified as catchment management (to reduce sediment inflow), sediment removal, and sediment routing through or around the reservoir. Sediment routing has the virtues of maintaining sediment flows to downstream reaches, as well as preserving reservoir capacity. Where geometry is favorable, sediment can often be bypassed around the reservoir (avoiding reservoir sedimentation and supplying sediment to downstream reaches) or sluiced through large-capacity outlets after flowing rapidly through the reservoir to avoid sedimentation. In narrow reservoirs with steep longitudinal gradients, sediments accumulated in the reservoir can often be re-suspended and flushed through when the reservoir is drawn down. Turbidity currents can often be 'vented' through the dam, with the advantage that the reservoir need not be drawn down to pass sediment. In planning dams, the expert group

  17. 基于MIKE11的浑太河水动力水质模型研究%Research on Hydrology and Hydrodynamic Model in Huntai River Based on MIKE11

    Institute of Scientific and Technical Information of China (English)

    李伟; 刘冬梅; 赵博

    2016-01-01

    基于MIKE11构建了浑太河流域主干河流—浑河、太子河水动力水质数值模型,并对浑河闸、葠窝水库两座大型水利工程进行概化处理,利用长序列逐日水文资料对模型参数进行率定与验证。研究结果表明,水动力、水质及可控制水工建筑物模拟精度高、拟合效果好,能够充分反映研究河段水动力及水质特征,可为水质预测、水质水量联合调度等水利工程相关研究提供模拟响应工具。%Based on MIKE11,this paper established a hydrology and hydrodynamic coupled numerical simula-tion model researched on Hun River and Taizi River Basin. Multiple methods are used to insure this model ’s precision:Firstly,in order to add Hun River sluice gate and Shenwo reservoir for controllable hydraulic archi-tecture simulation the paper applied a data generalization way.And then a long sequence hydrologic data was appied in calibration and verification for sensitive parameters during simulating.Results show that the coupled model is accurate and reasonable, also it can adequately reflect Hun and Taizi River Basin ’s hydraulic and self-purification feature.In the engineering field of water quality research and dam operation ,this paper pos-sesses applied value.

  18. Out-of-tank evaporator demonstration. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Lucero, A.J.; Jennings, H.L.; VanEssen, D.C. [and others

    1998-02-01

    The project reported here was conducted to demonstrate a skid-mounted, subatmospheric evaporator to concentrate liquid low-level waste (LLLW) stored in underground tanks at Oak Ridge National Laboratory (ORNL). This waste is similar to wastes stored at Hanford and Savannah River. A single-stage subatmospheric evaporator rated to produce 90 gallons of distillate per hour was procured from Delta Thermal, Inc., of Pensacola, Florida, and installed in an existing building. During the 8-day demonstration, 22,000 gal of LLLW was concentrated by 25% with the evaporator system. Decontamination factors achieved averaged 5 x 10{sup 6} (i.e., the distillate contained five million times less Cesium 137 than the feed). Evaporator performance substantially exceeded design requirements and expectations based on bench-scale surrogate test data. Out-of tank evaporator demonstration operations successfully addressed the feasibility of hands-on maintenance. Demonstration activities indicate that: (1) skid-mounted, mobile equipment is a viable alternative for the treatment of ORNL LLLW, and (2) hands-on maintenance and decontamination for movement to another site is achievable. Cost analysis show that 10% of the demonstration costs will be immediately recovered by elimination of solidification and disposal costs. The entire cost of the demonstration can be recovered by processing the inventory of Melton Valley Storage Tank waste and/or sluice water prior to solidifications. An additional savings of approximately $200,000 per year can be obtained by processing newly generated waste through the system. The results indicate that this type of evaporator system should be considered for application across the DOE complex. 25 refs., 11 figs., 2 tabs.

  19. Effects of total dissolved gas supersaturated water on lethality and catalase activity of Chinese sucker (Myxocyprinus asiaticus Bleeker)

    Institute of Scientific and Technical Information of China (English)

    Shi-chao CHEN; Xiao-qing LIU; Wen JIANG; Ke-feng LI; Jun DU; Dan-zhou SHEN; Quan GONG

    2012-01-01

    Total dissolved gas (TDG) supersaturation caused by dam sluicing can result in gas bubble trauma (GBT) in fish and threaten their survival.In the present study,Chinese suckers (Myxocyprinus asiaticus Bleeker) were exposed to TDG supersaturated water at levels ranging from 120% to 145% for 48 h.The median lethal concentration (LC50) and the median lethal time (LT50) were determined to evaluate acute lethal effects on Chinese suckers.The results showed that the LC50 values of 4,6,8,and 10 h were 142%,137%,135%,and 130%,respectively.The LT50 values were 3.2,4.7,7.8,9.2,and 43.4 h,respectively,when TDG supersaturated levels were 145%,140%,135%,130%,and 125%.Furthermore,the biological responses in Chinese suckers were studied by assaying the catalase (CAT) activities in gills and muscles at the supersaturation level of 140% within LT50.The CAT activities in the gills and muscle tissues exhibited a regularity of a decrease after an increase.CAT activities in the muscles were increased significantly at 3/5LT50 (P<0.05) and then came back to the normal level.However,there were no significant differences between the treatment group (TDG level of 140%) and the control group (TDG level of 100%) on CAT activities in the gills before 3/5LT50 (P>0.05),but the activities were significantly lower than the normal level at 4/5LT50 and LT50 (P<0.05).

  20. The Gunite and Associated Tanks Remediation Project Tank Waste Retrieval Performance and Lessons Learned, vol. 2 [of 2

    Energy Technology Data Exchange (ETDEWEB)

    Lewis, BE

    2003-10-07

    The Gunite and Associated Tanks (GAAT) Remediation Project was the first of its kind performed in the United States. Robotics and remotely operated equipment were used to successfully transfer almost 94,000 gal of remote-handled transuranic sludge containing over 81,000 Ci of radioactive contamination from nine large underground storage tanks at the Oak Ridge National Laboratory (ORNL). The sludge was transferred with over 439,000 gal of radioactive waste supernatant and {approx}420,500 gal of fresh water that was used in sluicing operations. The GAATs are located in a high-traffic area of ORNL near a main thoroughfare. Volume 1 provides information on the various phases of the project and describes the types of equipment used. Volume 1 also discusses the tank waste retrieval performance and the lessons learned during the remediation effort. Volume 2 consists of the following appendixes, which are referenced in Vol. 1: A--Background Information for the Gunite and Associated Tanks Operable Unit; B--Annotated Bibliography; C--GAAT Equipment Matrix; D--Comprehensive Listing of the Sample Analysis Data from the GAAT Remediation Project; and E--Vendor List for the GAAT Remediation Project. The remediation of the GAATs was completed {approx}5.5 years ahead of schedule and {approx}$120,435K below the cost estimated in the Remedial Investigation/Feasibility Study for the project. These schedule and cost savings were a direct result of the selection and use of state-of-the-art technologies and the dedication and drive of the engineers, technicians, managers, craft workers, and support personnel that made up the GAAT Remediation Project Team.

  1. 基于SWAT的平原圩区受控水文过程识别和模拟%Identifying and Modeling Confined Hydrological Processes in Plain Polders

    Institute of Scientific and Technical Information of China (English)

    罗运祥; 苏保林; 张倩; 杨武志

    2013-01-01

    The plain polders are characterized by flat topography, low hydraulic gradients, and controlled hydrological processes. Hydrological connection between the inside polder area and the receiving water body is confined by the water control facilities. The plain polders are often highly regulated, which may change and add up to the complexity of hydrological processes such as production and concentration. SWAT is a physically based, distributed model, which can simulate rain-runoff process, sediment and nutrient transport in watersheds with complex land use, soil and management. However, hydrological processes are usually modeled as free discharge processes, which is not applicable in plain polders. In addition, watershed delineation cannot be simply accomplished without considering anthropogenic land cover features (i.e. dykes, sluices, and roads), which will affect runoff processes. As the dykes and sluices segment the whole polder into several independent catchment units, it is proposed to model the hydrological processes separately for each catchment unit, which makes the modeled process agree with the real routing process affected by dykes. As runoff is usually routed through the ditches to the nearby pumping station and pumped out under control, it is proposed to model the hydrologic processes with multiple outlets, which can make the modeled process agree with the realistic one. River network and anthropogenic land cover features (i.e. dykes, sluices, and roads) were incorporated into the DEM to make the watershed delineation agree with the realistic flow direction and accumulation process. The reservoir, which acts as the impoundment of pump station, was added to model the confined drainage processes. The results show that these watershed delineation techniques can simulate the manually-controlled and complicated hydrological processes in plain polders. Scenario analysis showed that the outflow of confined process was slightly lower than the free

  2. Micropulse lidar-derived aerosol optical depth climatology at ARM sites worldwide

    Science.gov (United States)

    Kafle, D. N.; Coulter, R. L.

    2013-07-01

    This paper focuses on climatology of the vertical distribution of aerosol optical depth (AOD (z)) from micropulse lidar (MPL) observations for climatically different locations worldwide. For this, a large data set obtained by MPL systems operating at 532 nm during the 4 year period 2007-2010 was used to derive vertical profiles of AOD (z) by combining the corresponding AOD data as an input from an independent measurement using nearly colocated multifilter rotating shadowband radiometer (MFRSR) systems at five different U.S. Department of Energy Atmospheric Radiation Measurement (ARM) Program sites—three permanent sites (SGP in north-central Oklahoma, at 36.6°N, 97.5°W, 320 m; TWP-Darwin in the tropical western Pacific, at 12.4°S, 130.9°E, 30 m; and NSA at Barrow on the North Slope of Alaska, at 71.3°N, 156.6°W, 8 m) and two mobile facility sites (GRW at Graciosa Island in the Azores, at 39°N, 28°W, 15 m; and FKB in the Black Forest of Germany, at 48.5°N, 8.4°E, 511 m). Therefore, amount of data used in this study is constrained by the availability of the MFRSR data. The MPL raw data were averaged for 30 s in time and 30 m in altitude. The diurnally averaged AOD (z) profiles from 4 years were combined to obtain a multiyear vertical profile of AOD (z) climatology at various ARM sites, including diurnal, day-to-day, and seasonal variabilities. Most aerosols were found to be confined to 0-2 km (approximately the planetary boundary layer region) at all sites; however, all sites exhibited measurable aerosols well above the mixed layer, with different height maxima. The entire data set demonstrates large day-to-day variability at all sites. However, there is no significant diurnal variation in AOD (z) at all sites. Significant interannual variability was observed at the SGP site. Clear seasonal variations in AOD (z) profiles exist for all five sites, but seasonal behavior was distinct. Moreover, the different seasonal variability for the lower level (0 to ~2

  3. Contribution a l'etude et a la conception d'une machine synchrone a flux transverse destinee au degivrage d'aeronefs en cours de vol

    Science.gov (United States)

    Boussetoua, Mohammed

    feeding the hearting system. In recent years, numerous research studies have started on the development of electromechanical system converters for various applications, such as transport by road, rail or aviation. The development of new low-speed, low-weight electric machines and their very high degree of compactness has become a very promising alternative. This project strongly interests many industries in the field of air transport. The transverse flux machine is considered as a compact structure having better mass power compared to other electrical machines. The design of transverse flux machine was the subject of an electromagnetic study. Also, the analytical study helped to determine the overall dimensions of the machine. The study was followed by a validation phase of the analytical model using numerical simulations. These two studies were intended to determine changes in the characteristics of the transverse flux machine according to the different geometric dimensions of its active parts. From the calculations made using analytical and numerical models, a prototype of the transverse flux machine (600 W, 320 RPM) was designed and manufactured in the AMIL laboratory at the Universite du Quebec a Chicoutimi (UQAC). A bench test was conducted to compare the theoretical and experimental results. The measurements obtained on this prototype were compared with the theoretical results. This phase of the study demonstrates with satisfaction, the reliability of the theoretical models developed. Finally, a new configuration of this machine has been proposed. Numerical simulation results of this structure are particularly encouraging and require further investigations. For logistical and financial reasons, the prototype of this configuration has not been manufactured. (Abstract shortened by UMI.)

  4. 转弯半径对引水式水电站弯道排冰影响的数值模拟%NUMERICAL SIMULATION OF EFFECT OF TURNING RADIUS ON ICE REMOVAL IN BEND CHANNEL OF DIVERSION TYPE POWER HOUSE

    Institute of Scientific and Technical Information of China (English)

    王晓玲; 蒋志勇; 周莎莎; 周正印; 张自强

    2011-01-01

    The ice damage of diversion channel is dangerous to the hydropower station operation, even results in great life losses, so the operation mode of the ice delivery and sluicing is key to diversion-type hydropower station in winter. A 3D unsteady Eulerian two-phase model is developed. The momentum transfer term includes the drag,virtual mass, lift forces, and density difference. The results under different turning radius are as follows: When the turning radius is 200m, the water flow is steady, the water velocity distribution is homogeneous, the amount of floating ice reaches its maximum, and the ice removal efficiency is the highest. Therefore, the optimum turning radius is 200m, and the reasonable design of ice gate can ensure the smooth removal of ice and the safety operation of hydropower station. The prediction by the present model for ice removal of bend channel is confirmed by the experimental results of open channel bend reported by Blanckaert.%水电站引水渠道中的冰害会影响水电站的安全运行,危害当地人民的人身安全,因此,输排冰运行方式的成败便成为引水式水电站冬季安全运行的关键所在.建立了三维非稳态欧拉两相流模型,在水流流动过程冰的动量源项中考虑了相问曳力、升力、虚拟质量力的作用,以及密度差的影响.模拟分析了不同转弯半径对弯道排冰的影响,结果表明:转弯半径为200m时弯道内的水流平缓,流速分布较均匀,排冰闸前的浮冰量最大,排冰量最大,冰水比相对较大,排冰效果最好.可知,转弯半径200m时为最佳布置形式,从而实现了对弯道输排冰的布置形式进行合理的优化设计,以达到顺利输排冰,保证冬季安令运行的目的.通过与Blanckaert所做的弯道冲淤试验水槽实验结果对比,验证了模型的可靠性.

  5. Software development for optimal selection and design of bidirectional tidal power turbine%双向潮汐机组优化选型软件设计

    Institute of Scientific and Technical Information of China (English)

    张瑾; 肖业祥; 王正伟; 阎宗国; 杨校生; 陈昌坤; 颜建华; 王浩平

    2013-01-01

    双向潮汐机组在一个涨落潮周期内要经历正反向发电、水泵、泄水等6种运行方式,因此该类机组选型的基本原则是在相同的装机规模下,能获得最大的发电量,以达到最佳的经济效益.根据统计我国已完成规划潮汐电站的站址参数,本文开发了双向潮汐机组选型优化应用软件.软件包括机组选型、特性曲线图绘制和数据管理三大模块;建立了国家863项目完成的潮汐发电模型机组数据库,根据待开发潮汐电站的具体参数,选型软件能快速提供选型结果,包括机组转速、直径等参数的选择和性能特性曲线绘制.%Bidirectional tidal turbine under rising and ebb tides has six operation modes to meet the needs of generation, pumping and sluicing in direct flow and reverse flow, and the major goal of turbine selection is to achieve the maximum power output and the greatest economic benefit with a given capacity. Considering the parameters of tidal power sites that have been planned so far, this study develops a software for optimal selection and design of the bidirectional tidal turbine. This software has three modules, namely tidal turbine selection, curve mapping, and data management, and within it a database of model tidal turbine is constructed by using the data of those tidal turbines developed through the national projects 863. With the given specific parameters of a planning tidal plant, the software can quickly produce the optimal parameters of unit speed and diameter, etc. and also a turbine characteristics curve.

  6. Managing Mekong Mud and its Impact on Fish, Hydropower and People

    Science.gov (United States)

    Wild, T. B.; Loucks, D. P.

    2013-12-01

    The Lancang/Mekong River flows from the Tibetan Plateau through the Upper Mekong Basin in China (where it is called the Lancang Jiang) to the Lower Mekong Basin (LMB) in Myanmar, Laos, Thailand, Cambodia, and Vietnam, before discharging into the South China Sea. The river has remained largely unaltered for much of its history, but today hydropower reservoirs are being designed and developed at a rapid pace. Some 60 million people living in the basin have depended on the basin's ecosystems to produce much of their food and income. The health and productivity of the ecosystems are dependent upon the river's natural flow and sediment regimes, both of which could be significantly altered by the rapid construction of dams. This presentation focuses on the potential impacts of dam development and alternative sediment management options, where feasible, including flushing, sluicing, bypassing, and density current venting. We evaluate whether these techniques can improve reservoir sediment outflows without damaging the environmental system we are attempting to preserve. We also evaluate the accompanying losses in hydropower production necessary to achieve the improved sediment passage. This study focuses on dams in China, Cambodia, Laos and Vietnam, both on the mainstream Mekong River and on its tributaries. A sediment simulation model was developed specifically to conduct these evaluations. This model implements a daily time-step mass-balance simulation of flow and sediment to predict the spatial and temporal accumulation, depletion, and distribution of sediment in river reaches and in reservoirs under different flow and sediment management policies. Results of simulations suggest that more benign (with regard to sediment) alternatives to the currently proposed locations and designs of dams exist and should be considered. While sediment management alternatives have the potential to increase sediment loads discharged downstream, careful attention must be paid to the

  7. 深厚砂砾石地层固结灌浆在实际工程中的应用%Consolidation Grouting of Deep Sand-gravel Stratum in Practical Engineering Application

    Institute of Scientific and Technical Information of China (English)

    赵健飞

    2014-01-01

    水利工程施工过程中,经常会遇到水工建筑物直接修建在砂砾石地层上,为了提高砂砾石地层的整体性、密实性并降低其透水率,一般需要对坝基采取全面的固结灌浆,必要时也在坝基上、下游一定范围内进行固结灌浆。结合水利枢纽的工程实践,对泄洪冲沙闸底板进行全面的固结灌浆处理,施工过程中采用自上而下分段灌浆方法,对现有的钻探与灌浆工艺技术进行优化组合,最终经灌后质量检查,结果满足深厚砂砾石覆盖层固结灌浆的设计要求,取得了良好的效果。%In the construction of hydraulic engineering projects ,the hydraulic structures are often directly built on the sand gravel stratum .In order to improve the integrity of sandy gravel stratum and reduce its permeability ,it is common to apply comprehensive consolidation grouting on the dam foundation ,sometimes consolidation grouting is also carried out in a certain range of the upstream and downstream of the dam foundation when necessary .In the construction of an engineer-ing project ,the comprehensive consolidation grouting was applied on the floor of the outlet sluice with descending stage grouting method during the construction process .This method combined the advantages of the existing drilling and grout-ing techniques and reached a optimum combination .The result of the quality inspection indicates that the outcome not on-ly meets the specifications of consolidation grouting of deep sand gravel stratum ,but also has excellent performance .

  8. Captación de aguas subálveas en la confluencia de los ríos Lozoya y Jarama

    Directory of Open Access Journals (Sweden)

    López de Berges y de los Santos, Emilio

    1967-06-01

    Full Text Available The purpose of the arrangement described in this article is to take advantage of the unground water available at the junction of the Lozoya and Jarama rivers, to collect it for the Madrid water supply system. The water is collected by means of two Ranney wells, with radial drainages in metal plates with longitudinal slits. The total length of these slits, for each well, is 500 m. The filtered water is pumped to La Parra Canal, along a steel welded tube, with a capacity of 1 m3/sec. To increase the water pressure on the drainage surface, a small reservoir has been constructed, with moveable Taintor sluice gates and with two lateral spillways. The volume of 1 m3/s of additional water is an important increase in the water supply of Madrid, especially taking into account the short time taken to complete this project and its low cost. The water is of very pure quality, owing to the filtration that it undergoes, both along the river bed and at the collecting wells.El objeto del dispositivo que se describe es aprovechar el caudal subálveo de la confluencia de los ríos Lozoya y Jarama, para incorporarlo al abastecimiento de agua a Madrid. La captación se realiza con dos pozos Ranney, con drenes radiales de palastro ranurados longitudinalmente y con una longitud total de unos 500 m para cada pozo. El agua filtrada es impulsada al Canal de La Parra por una tubería de acero electrosoldada con capacidad de 1 m3/s. Para aumentar la carga de agua sobre los drenes se ha construido un azud con dos vanos móviles provistos de compuertas Taintor, y dos aliviaderos laterales. El rendimiento obtenido de 1 m3/s constituye una importante mejora en el abastecimiento de aguas a la capital, habida cuenta del reducido plazo de ejecución y la economía de esta obra. El agua obtenida resulta de inmejorables condiciones a causa del filtrado a que se encuentra sometida, tanto por los acarreos del río como por los drenes de captación.

  9. Natural and anthropogenic change in the morphology and connectivity of tidal channels of southwest Bangladesh

    Science.gov (United States)

    Wilson, C.; Goodbred, S. L., Jr.; Wallace Auerbach, L.; Ahmed, K. R.; Small, C.; Sams, S. E.

    2014-12-01

    Over the last century, land use changes in the Ganges-Brahmaputra tidal delta have transformed >5000 km2 of intertidal mangrove forest to densely inhabited, agricultural islands that have been embanked to protect against tides and storm surges (i.e., polders). More recently, the conversion of rice paddies to profitable shrimp aquaculture has become increasingly widespread. Recent field studies documented that poldering in southwest Bangladesh has resulted in an elevation deficit relative to that of the natural mangrove forests and mean high water (MHW). The offset is a function of lost sedimentation, enhanced compaction, and an effective rise in MHW from tidal amplification. The morphologic adjustment of the tidal channel network to these perturbations, however, has gone largely undocumented. One effect has been the shoaling of many channels due to decreases in fluvial discharge and tidal prism. We document a previously unrecognized anthropogenic component: the widespread closure of large conduit tidal channels for land reclamation and shrimp farming. GIS analysis of historical Landsat and Google Earth imagery within six 1000 km2 study areas reveals that the tidal network in the natural Sundarbans mangrove forest has remained relatively constant since the 1970s, while significant changes are observed in human-modified areas. Construction of the original embankments removed >1000 km of primary tidal creeks, and >80 km2 of land has been reclaimed outside of polders through the closure of formerly active tidal channels (decrease in mean channel width from 256±91 m to 25±10 m). Tidal restriction by large sluice gates is prevalent, favoring local channel siltation. Furthermore, severing the intertidal platform and large conduit channels from the tidal network has had serious repercussions, such as increased lateral migration and straightening of the remaining channels. Where banklines have eroded, the adjacent embankments appear to be more vulnerable to failure, as

  10. Worldwide Experience of Sediment Flushing Through Reservoirs

    Directory of Open Access Journals (Sweden)

    Muhammad Asif Chaudhry

    2012-07-01

    Full Text Available Globally there are about 25,500 storage reservoirs with total storage volume of about 6,464 Bcm. The maximum number of reservoirs are in North America, i.e. 7205 with the total storage volume of about 1,844 Bcm, whereas minimum number of reservoirs are in Central Asia, i.e. 44, with the total storage volume of about 148 Bcm. Over the globe, average annual reservoir storage loss due to sedimentation varies from 0.1-2.3%, however, average annual world storage loss is about 1.0%. In order to combat the storage loss, the techniques used globally are: watershed management, dredging of deposited sediments, sediment routing/sluicing, sediment bypassing, density current venting and sediment flushing through reservoir, separately and also in combination. Each approach has its own limitations, depending on the site conditions. Sediment flushing technique is used by two ways i.e. Drawdown flushing and Emptying and Flushing. In Emptying and Flushing, the reservoir is emptied before the flood season, resulting in the creation of river-like flow conditions in the reservoir. The flow velocities in the reservoir are increased to such an extent that deposited sediments are remobilized and transported through the low level outlets provided slightly above the original riverbed level with sufficient flow capacity. Flushing is not a new technique and has been experienced for the last 6 decades on several reservoirs of the world. The results of the study reveal that there are about 50 reservoirs which are flushed, out of which flushing data is available for about 22 reservoirs only. However 6 reservoirs have been found with successful application of flushing operation and all other are flushed with low flushing efficiency. Flushing has been successfully implemented at Baira-India, Gebidem-Switzerland, Gmund-Austria, Hengshan-China, Palagnedraswitzerland, Santo-Domingo-Venezuela Reservoirs, while the unsuccessfully flushed reservoirs are: Chinese reservoirs, Gaunting

  11. Sinking coastal cities

    Science.gov (United States)

    Erkens, Gilles; Bucx, Tom; Dam, Rien; De Lange, Ger; Lambert, John

    2014-05-01

    In many coastal and delta cities land subsidence now exceeds absolute sea level rise up to a factor of ten. Without action, parts of Jakarta, Ho Chi Minh City, Bangkok and numerous other coastal cities will sink below sea level. Land subsidence increases flood vulnerability (frequency, inundation depth and duration of floods), with floods causing major economic damage and loss of lives. In addition, differential land movement causes significant economic losses in the form of structural damage and high maintenance costs. This effects roads and transportation networks, hydraulic infrastructure - such as river embankments, sluice gates, flood barriers and pumping stations -, sewage systems, buildings and foundations. The total damage worldwide is estimated at billions of dollars annually. Excessive groundwater extraction after rapid urbanization and population growth is the main cause of severe land subsidence. In addition, coastal cities are often faced with larger natural subsidence, as they are built on thick sequences of soft soil. Because of ongoing urbanization and population growth in delta areas, in particular in coastal megacities, there is, and will be, more economic development in subsidence-prone areas. The impacts of subsidence are further exacerbated by extreme weather events (short term) and rising sea levels (long term).Consequently, detrimental impacts will increase in the near future, making it necessary to address subsidence related problems now. Subsidence is an issue that involves many policy fields, complex technical aspects and governance embedment. There is a need for an integrated approach in order to manage subsidence and to develop appropriate strategies and measures that are effective and efficient on both the short and long term. Urban (ground)water management, adaptive flood risk management and related spatial planning strategies are just examples of the options available. A major rethink is needed to deal with the 'hidden' but urgent

  12. The Gunite and Associated Tanks Remediation Project Tank Waste Retrieval Performance and Lessons Learned, vol. 1 [of 2

    Energy Technology Data Exchange (ETDEWEB)

    Lewis, BE

    2003-10-07

    The Gunite and Associated Tanks (GAAT) Remediation Project was the first of its kind performed in the United States. Robotics and remotely operated equipment were used to successfully transfer almost 94,000 gal of remote-handled transuranic sludge containing over 81,000 Ci of radioactive contamination from nine large underground storage tanks at the Oak Ridge National Laboratory (ORNL). The sludge was transferred with over 439,000 gal of radioactive waste supernatant and {approx}420,500 gal of fresh water that was used in sluicing operations. The GAATs are located in a high-traffic area of ORNL near a main thoroughfare. A phased and integrated approach to waste retrieval operations was used for the GAAT Remediation Project. The project promoted safety by obtaining experience from low-risk operations in the North Tank Farm before moving to higher-risk operations in the South Tank Farm. This approach allowed project personnel to become familiar with the tanks and waste, as well as the equipment, processes, procedures, and operations required to perform successful waste retrieval. By using an integrated approach to tank waste retrieval and tank waste management, the project was completed years ahead of the original baseline schedule, which resulted in avoiding millions of dollars in associated costs. This report is organized in two volumes. Volume 1 provides information on the various phases of the GAAT Remediation Project. It also describes the different types of equipment and how they were used. The emphasis of Volume 1 is on the description of the tank waste retrieval performance and the lessons learned during the GAAT Remediation Project. Volume 2 provides the appendixes for the report, which include the following information: (A) Background Information for the Gunite and Associated Tanks Operable Unit; (B) Annotated Bibliography; (C) Comprehensive Listing of the Sample Analysis Data from the GAAT Remediation Project; (D) GAAT Equipment Matrix; and (E) Vendor List

  13. Preliminary investigation of the potential of harnessing tidal energy for electricity generation in Malaysia

    Energy Technology Data Exchange (ETDEWEB)

    Lee, K.S.; Seng, L.Y. [Tunku Abdul Rahman Univ. (Malaysia). Dept. of Electrical and Electronic Engineering

    2008-07-01

    Malaysia relies heavily on fossil fuels to meet its energy demands. However, Malaysia has started to explore the use of other forms of renewable energy such as solar energy, biofuels and tidal power. This paper focused on the potential of harnessing tidal energy in Malaysia for electricity production. There are several sites with great potential for tidal energy conversion, which could supplement the energy needs of Malaysia while reducing greenhouse gas emissions. Illustrations were included to show the amplitude of the main harmonic component of the tidal range around Malaysia. The main harmonic component found in the region has a maximum amplitude of 1.4 m, confirming the potential of tidal energy in Malaysia's Ocean. Since the tidal cycle is highly predictable, it has the potential to be a very reliable renewable energy source. Two main approaches are being researched internationally to harness the energy from tides, notably the barrage approach and the tidal stream approach. For the barrage approach, a physical barrier is created within the sea, and a sluice gate controls the flow of sea water. In the tidal stream approach, horizontal axis turbines are placed in the path of tidal currents to generate electricity, similar to the operation of wind turbines. This paper described the flow velocity, power output, availability of power supply and monthly yield of turbines using both the barrage and tidal stream approaches. The study showed that for the barrage approach, there are 6 sites in Malaysia where 14,970 kWH of energy can be generated monthly with a single turbine with a 5 m long blade. The tidal stream approach showed equally promising results at 2 sites. It was concluded that tidal energy is a promising form of renewable energy because of its cyclic, reliable and predictable nature and the vast energy contained within it. According to United Kingdom Department of Trade and Industry, 10 per cent of the United Kingdom's electricity needs could be

  14. Anthropogenic changes to the tidal channel network, sediment rerouting, and social implications in southwest Bangladesh

    Science.gov (United States)

    Wilson, C.; Goodbred, S. L., Jr.; Sams, S.; Small, C.

    2015-12-01

    The tidal channel network in southwest Bangladesh has been undergoing major adjustment in response to anthropogenic modification over the past few decades. Densely inhabited, agricultural islands that have been embanked to protect against inundation by tides, river flooding, and storm surges (i.e., polders) preclude tidal exchange and sedimentation. Studies reveal this results in elevation deficits relative to mean high water, endangering local communities when embankment failures occur (e.g., during storms, lateral channel erosion). In addition, many studies suggest that the decrease in tidal prism and associated change in hydrodynamics from poldering causes shoaling in remaining tidal channels, which can cause a disruption in transportation. The widespread closure and conversion of tidal channel areas to profitable shrimp aquaculture is also prevalent in this region. In this study, we quantify the direct closure of tidal channels due to poldering and shrimp aquaculture using historical Landsat and Google Earth imagery, and analyze the morphologic adjustment of the tidal channel network due to these perturbations. In the natural Sundarbans mangrove forest, the tidal channel network has remained relatively constant since the 1970s. In contrast, construction of polders removed >1000 km of primary tidal creeks and >90 km2 has been reclaimed outside of polders through infilling and closure of formerly-active, higher order conduit channels now used for shrimp aquaculture. Field validation confirm tidal restriction by large sluice gates is prevalent, favoring local channel siltation at rates up to 20cm/yr. With the impoundment of primary creeks and closure of 30-60% of conduit channels in the study area, an estimated 1,400 x 106 m3 of water has been removed from the tidal prism and potentially redirected within remaining channels. This has significant implications for tidal amplification in this region. Further, we estimate that 12.3 x 106 MT of sediment annually

  15. 半透膜微润管水力性能试验的研究%Research on the Hydraulic Performance of Semi-permeable Membrane Moistube

    Institute of Scientific and Technical Information of China (English)

    朱燕翔; 王新坤; 程岩; 杨玉超

    2015-01-01

    微润灌溉将半透膜技术原理引入灌溉领域,其以微量缓慢但连续不断的出水形式向土壤供水,微润管既是输水管又是给水器,管上的每一处都是出水点,因此对这种特殊沿程泄流管道的水力性能的研究具有重大的意义。本文根据试验所得数据进行微润管水力计算,并尝试性地优化微润灌溉的水力计算基本公式及其他相关设计原则。实验分析表明微润灌可保证作物正常生长的适宜水分,同时也明显地提高了节水灌溉水平。研究结果可为微润灌溉技术提供最基础性的理论依据。%Micro-moist irrigation combined with semi-permeable membrane technology ,it permeated the soil in the form of slow trace but continuously .Moistube is a water pipe ,as well as a supply device ,on which every point is an emitter .Therefore ,it is signifi‐cant to study the hydraulic performance along the unique sluicing pipe .In this paper ,it conducts hydraulic computation of the mois‐tube based on the experimental data ,and attempts to optimize the hydraulic computation formulas and other related design princi‐ples .Experiments show that the moistube can ensure the suitable water for growth of most crops ,meanwhile significantly improve the irrigation level .The research results can provide a theoretical basis for the micro-irrigation technology .

  16. Rogue wave variational modelling through the interaction of two solitary waves

    Science.gov (United States)

    Gidel, Floriane; Bokhove, Onno

    2016-04-01

    The extreme and unexpected characteristics of Rogue waves have made them legendary for centuries. It is only on the 1st of January 1995 that these mariners' tales started to raise scientist's curiosity, when such a wave was recorded in the North Sea; a sudden wall of water hit the Draupner offshore platform, more than twice higher than the other waves, providing evidence of the existence of rogue or freak waves. Since then, studies have shown that these surface gravity waves of high amplitude (at least twice the height of the other sea waves [Dyste et al., 2008]) appear in non-linear dispersive water motion [Drazin and Johnson, 1989], at any depth, and have caused a lot of damage in recent years [Nikolkina and Didenkulova, 2011 ]. So far, most of the studies have tried to determine their probability of occurrence, but no conclusion has been achieved yet, which means that we are currently unenable to predict or avoid these monster waves. An accurate mathematical and numerical water-wave model would enable simulation and observation of this external forcing on boats and offshore structures and hence reduce their threat. In this work, we aim to model rogue waves through a soliton splash generated by the interaction of two solitons coming from different channels at a specific angle. Kodama indeed showed that one way to produce extreme waves is through the intersection of two solitary waves, or one solitary wave and its oblique reflection on a vertical wall [Yeh, Li and Kodama, 2010 ]. While he modelled Mach reflection from Kadomtsev-Petviashvili (KP) theory, we aim to model rogue waves from the three-dimensional potential flow equations and/or their asymptotic equivalent described by Benney and Luke [Benney and Luke, 1964]. These theories have the advantage to allow wave propagation in several directions, which is not the case with KP equations. The initial solitary waves are generated by removing a sluice gate in each channel. The equations are derived through a

  17. INNOVATIVE TECHNIQUES AND TECHNOLOGY APPLICATION IN MANAGEMENT OF REMOTE HANDLED AND LARGE SIZED MIXED WASTE FORMS

    Energy Technology Data Exchange (ETDEWEB)

    BLACKFORD LT

    2008-02-04

    CH2M HILL Hanford Group, Inc. (CH2M HILL) plays a critical role in Hanford Site cleanup for the U. S. Department of Energy, Office of River Protection (ORP). CH2M HILL is responsible for the management of 177 tanks containing 53 million gallons of highly radioactive wastes generated from weapons production activities from 1943 through 1990. In that time, 149 single-shell tanks, ranging in capacity from 50,000 gallons to 500,000 gallons, and 28 double-shell tanks with a capacity of 1 million gallons each, were constructed and filled with toxic liquid wastes and sludges. The cleanup mission includes removing these radioactive waste solids from the single-shell tanks to double-shell tanks for staging as feed to the Waste Treatment Plant (WTP) on the Hanford Site for vitrification of the wastes and disposal on the Hanford Site and Yucca Mountain repository. Concentrated efforts in retrieving residual solid and sludges from the single-shell tanks began in 2003; the first tank retrieved was C-106 in the 200 East Area of the site. The process for retrieval requires installation of modified sluicing systems, vacuum systems, and pumping systems into existing tank risers. Inherent with this process is the removal of existing pumps, thermo-couples, and agitating and monitoring equipment from the tank to be retrieved. Historically, these types of equipment have been extremely difficult to manage from the aspect of radiological dose, size, and weight of the equipment, as well as their attendant operating and support systems such as electrical distribution and control panels, filter systems, and mobile retrieval systems. Significant effort and expense were required to manage this new waste stream and resulted in several events over time that were both determined to be unsafe for workers and potentially unsound for protection of the environment. Over the last four years, processes and systems have been developed that reduce worker exposures to these hazards, eliminate violations

  18. Societal impacts and vulnerability to floods in Bangladesh and Nepal

    Directory of Open Access Journals (Sweden)

    Tanvir H. Dewan

    2015-03-01

    Full Text Available Bangladesh and Nepal lie between the Himalayas and low-lying coasts of the Bay of Bengal and are traversed by hundreds of rivers and tributaries. Historical data shows that, since 1970, the scale, intensity and duration of floods have increased in Bangladesh and Nepal, causing grave human suffering; disruptions in normal life and activity, damages of infrastructure, crops and agricultural land with severe impacts on the economy. Bangladesh is affected by torrential rain, glacier melt, upstream water flow and tidal surges. In 1988, Bangladesh experienced one of the most severe floods of the twentieth century which aroused significant concern internationally and triggered the Bangladesh Action Plan for Flood Control. The Government of Bangladesh (GOB has so far constructed a number of flood shelters and carried out 482 water and flood control projects involving flood protection embankments, drainage channels, sluice gates and regulators on different rivers and canals. These also provided safety measures against inundation by tidal waves, storm-surges and flooding. The Terai region of Nepal is highly prone to hydrological risks including torrential rain, floods, glaciers resulting in erosion and landslides. The Government of Nepal (GON has implemented different mitigation measures mainly early warning awareness, rescue measure, relief, and post-flood rehabilitation programs etc. Disaster Management Bureaus of both the countries have already conducted many trainings, workshops and seminars to disseminate scientific knowledge and coping up practices to disaster managers and to create public awareness. Besides the contemporary approaches to mitigating flood effects, people of these countries have coped with floods through generations relying on traditional/indigenous knowledge and other local adaptation practices. It is crucial that along with scientific process, indigenous, traditional and conventional practices are to be integrated for a national

  19. Communities of gastrointestinal helminths of fish in historically connected habitats: habitat fragmentation effect in a carnivorous catfish Pelteobagrus fulvidraco from seven lakes in flood plain of the Yangtze River, China

    Directory of Open Access Journals (Sweden)

    Yao Wei J

    2009-04-01

    Full Text Available Abstract Background Habitat fragmentation may result in the reduction of diversity of parasite communities by affecting population size and dispersal pattern of species. In the flood plain of the Yangtze River in China, many lakes, which were once connected with the river, have become isolated since the 1950s from the river by the construction of dams and sluices, with many larger lakes subdivided into smaller ones by road embankments. These artificial barriers have inevitably obstructed the migration of fish between the river and lakes and also among lakes. In this study, the gastrointestinal helminth communities were investigated in a carnivorous fish, the yellowhead catfish Pelteobagrus fulvidraco, from two connected and five isolated lakes in the flood plain in order to detect the effect of lake fragmentation on the parasite communities. Results A total of 11 species of helminths were recorded in the stomach and intestine of P. fulvidraco from seven lakes, including two lakes connected with the Yangtze River, i.e. Poyang and Dongting lakes, and five isolated lakes, i.e. Honghu, Liangzi, Tangxun, Niushan and Baoan lakes. Mean helminth individuals and diversity of helminth communities in Honghu and Dongting lakes was lower than in the other five lakes. The nematode Procamallanus fulvidraconis was the dominant species of communities in all the seven lakes. No significant difference in the Shannon-Wiener index was detected between connected lakes (0.48 and isolated lakes (0.50. The similarity of helminth communities between Niushan and Baoan lakes was the highest (0.6708, and the lowest was between Tangxun and Dongting lakes (0.1807. The similarity was low between Dongting and the other lakes, and the similarity decreased with the geographic distance among these lakes. The helminth community in one connected lake, Poyang Lake was clustered with isolated lakes, but the community in Dongting Lake was separated in the tree. Conclusion The

  20. Communities of gastrointestinal helminths of fish in historically connected habitats: habitat fragmentation effect in a carnivorous catfish Pelteobagrus fulvidraco from seven lakes in flood plain of the Yangtze River, China.

    Science.gov (United States)

    Li, Wen X; Nie, Pin; Wang, Gui T; Yao, Wei J

    2009-04-27

    Habitat fragmentation may result in the reduction of diversity of parasite communities by affecting population size and dispersal pattern of species. In the flood plain of the Yangtze River in China, many lakes, which were once connected with the river, have become isolated since the 1950s from the river by the construction of dams and sluices, with many larger lakes subdivided into smaller ones by road embankments. These artificial barriers have inevitably obstructed the migration of fish between the river and lakes and also among lakes. In this study, the gastrointestinal helminth communities were investigated in a carnivorous fish, the yellowhead catfish Pelteobagrus fulvidraco, from two connected and five isolated lakes in the flood plain in order to detect the effect of lake fragmentation on the parasite communities. A total of 11 species of helminths were recorded in the stomach and intestine of P. fulvidraco from seven lakes, including two lakes connected with the Yangtze River, i.e. Poyang and Dongting lakes, and five isolated lakes, i.e. Honghu, Liangzi, Tangxun, Niushan and Baoan lakes. Mean helminth individuals and diversity of helminth communities in Honghu and Dongting lakes was lower than in the other five lakes. The nematode Procamallanus fulvidraconis was the dominant species of communities in all the seven lakes. No significant difference in the Shannon-Wiener index was detected between connected lakes (0.48) and isolated lakes (0.50). The similarity of helminth communities between Niushan and Baoan lakes was the highest (0.6708), and the lowest was between Tangxun and Dongting lakes (0.1807). The similarity was low between Dongting and the other lakes, and the similarity decreased with the geographic distance among these lakes. The helminth community in one connected lake, Poyang Lake was clustered with isolated lakes, but the community in Dongting Lake was separated in the tree. The similarity in the helminth communities of this fish in the flood

  1. The So-Called 'Face on Mars'

    Science.gov (United States)

    2002-01-01

    (Released 13 April 2002) The Science The so called 'Face on Mars' can be seen slightly above center and to the right in this THEMIS visible image. This 3-km long knob, located near 10o N, 40o W (320o E), was first imaged by the Viking spacecraft in the 1970's and was seen by some to resemble a face carved into the rocks of Mars. Since that time the Mars Orbiter Camera on the Mars Global Surveyor spacecraft has provided detailed views of this hill that clearly show that it is a normal geologic feature with slopes and ridges carved by eons of wind and downslope motion due to gravity. A similar-size hill in Phoenix, Arizona resembles a camel lying on the ground, and Phoenicians whimsically refer to it as Camelback Mountain. Like the hills and knobs of Mars, however, Camelback Mountain was carved into its unusual shape by thousands of years of erosion. The THEMIS image provides a broad perspective of the landscape in this region, showing numerous knobs and hills that have been eroded into a remarkable array of different shapes. Many of these knobs, including the 'Face', have several flat ledges partway up the hill slopes. These ledges are made of more resistant layers of rock and are the last remnants of layers that once were continuous across this entire region. Erosion has completely removed these layers in most places, leaving behind only the small isolated hills and knobs seen today. Many of the hills and ridges in this area also show unusual deposits of material that occur preferentially on the cold, north-facing slopes. It has been suggested that these deposits were 'pasted' on the slopes, with the distinct, rounded boundary on their upslope edges being the highest remaining point of this pasted-on layer. In several locations, such as in the large knob directly south of the 'Face', these deposits occur at several different heights on the hill. This observation suggests the layer once draped the entire knob and has since been removed from all but the north

  2. Advantage analysis of Karst water-filled coal beds mining under Water Pressure%岩溶充水煤矿床带水压开采优势分析

    Institute of Scientific and Technical Information of China (English)

    卿国屏; 何红生; 唐忆晨; 张江柳

    2014-01-01

    我国南方广泛分布岩溶充水煤矿床,矿山通常采用强排疏干开采,排水成本极高,更严重的是引发了诸多环境地质问题,造成了巨大的经济损失及恶劣的社会影响。湖南煤业集团辰溪矿业有限公司大坪煤矿为岩溶充水煤矿床,该矿在后期生产过程中,充分利用岩溶发育的不均一性,采取了砌筑水闸墙等措施进行井下堵水,使矿井排水量大幅度减少,地下水位得以区域性恢复,避免了岩溶地面塌陷地质灾害,成功实现了带水压开采。本文概述了大坪煤矿的水文地质、工程地质条件,研究了该矿矿床直接充水含水层的岩溶发育规律;从经济效益、环境效益及社会效益等方面分析了带水压开采的优势;对岩溶充水煤矿床科学、安全开采煤炭资源,建设“两型矿山”有一定指导意义。%Adopting strong emission dewatering in the karst water-filled coal bed ,widely distributed in south of China ,often produces high drainage costs and more seriously ,triggering many environmental geological problems , resulting in huge economic losses and adverse social impact . Daping Coal Mine , Chenxi mining Ltd of Hunan Mining Group , a karst water-filled coal bed , taking advantage of karst heterogeneity ,has taken measures such as masonry walls sluice underground water shutoff in the production process ,which makes mine a displacement greatly reduced and the groundwater level to regional recovery , avoiding the collapse of karst ground geological disasters and achieving with hydraulic mining .Based on the brief conditions of hydrogeology and engineering geology ,this paper studies the karst development law of the direct water-filled aquifers .The benefits on the economic ,environmental and social are studied with mining under water pressure .This paper is of certain guiding significance for karst water-filled coal bed scientific ,safe mining of coal resources and the

  3. FLUOR HANFORD DECOMMISSIONING UPDATE

    Energy Technology Data Exchange (ETDEWEB)

    GERBER MS

    2008-04-21

    Fluor Hanford is completing D&D of the K East Basin at the U.S. Department of Energy's (DOE's) Hanford Site in southeastern Washington State this spring, with demolition expected to begin in June. Located about 400 yards from the Columbia River, the K East Basin is one of two indoor pools that formerly contained irradiated nuclear fuel, radioactive sludge and tons of contaminated debris. In unique and path-breaking work, workers finished removing the spent fuel from the K Basins in 2004. In May 2007, workers completed vacuuming the sludge into containers in the K East Basin, and transferring it into containers in the K West Basin. In December, they finished vacuuming the remainder of K West Basin sludge into these containers. The K East Basin was emptied of its radioactive inventory first because it was more contaminated than the K West Basin, and had leaked in the past. In October 2007, Fluor Hanford began physical D&D of the 8,400-square foot K East Basin by pouring approximately 14-inches of grout into the bottom of it. Grout is a type of special cement used for encasing waste. Two months later, Fluor Hanford workers completed sluicing contaminated sand from the large filter that had sieved contaminants from the basin water for more than 50 years. Next, they poured grout into the filter housing and the vault that surrounds the filter, as well as into ion exchange columns that also helped filter basin water. For a six-week period in February and March, personnel drained the approximately one million gallons of contaminated water from the K East Basin. The effort required more than 200 tanker truck loads that transported the water to an effluent treatment facility for treatment and then release. A thin fixative was also applied to the basin walls as the water was removed to hold residual contamination in place. As soon as the water was out of the basin, Fluor pumped in approximately 18 feet of 'controlled density fill' material (somewhat

  4. 三峡水库建成后对长江河床演变的影响%Possible Influences of the Three-Gorges Reservoir on Evolution of Changjiang River-Bed

    Institute of Scientific and Technical Information of China (English)

    刁承泰; 刘树人; 穆桂春

    2004-01-01

    After the completion of the three-gorges reservoir, it is inevitable that fluvial processes on the upper river and the lower river of the reservoir will be changed, which causes the evolution of Changjiang river-bed. Firstly, river mouth bars and subaqueous deltas will form because of a high-speed fluvial deposit of tributaries at river mouths where the tributaries flow into the reservoir and its lower reservoir area. Secondly, a series of deformations will occurr in the upper river course near the reservoir and banks along the reservoir after the reservoir retains water, and last tens years. Thirdly, a series of erosions on river-bed and deformations of river course will occurr in the lower river of the reservoir because of unmixed water flows when the reservoir sluices, which will influence seriously on Wuhan city and Jinjiang, a section of Changjiang River from Yichang city to Wuhan city. These processes must be studied and calculated as soon as possible in Hubei province and Chongqing municipality in order that the countermeasures can be made promptly.%长江三峡水库是特大型水库. 长江三峡水利枢纽建成后, 由于水动力条件改变, 引起水库上、下河段河流地貌发育过程的一系列变化, 对环境产生如下冲击和影响: ①基准面抬高, 流入水库各条支流在入库河口区及以下区域迅速产生水下淤积, 形成河口拦门沙和水下三角洲. ②水库上游河道发生变形. 水库蓄水后引起库岸变形, 这种库岸变形可能延续几十年的时间, 影响到库岸的稳定性、水库库区附近淹没浸没以及水库渗漏等. 水库运营时清水下泄, 引起水库下游河床冲刷以及下游河道变形, 受影响最大的是武汉及其以上荆江河段.根据三峡库区的实际情况, 认为影响最大、最应该立项和进行综合研究的问题有3个方面: 第一, 入库河流河口地区的水下淤积问题; 第二, 水库运营过程中引起的库岸变

  5. 沿海围垦区蓄淡工程优化布局

    Institute of Scientific and Technical Information of China (English)

    葛小平; 王船海; 王卫平; 茅志兵

    2012-01-01

    淡水资源紧缺是江苏沿海大规模围垦与开发以及生态环境保护的重要制约因素,如何建立更加高效、高保障度的水资源保障体系,有效增加水资源供给,合理利用水资源,将是江苏沿海开发中面临的一个巨大挑战.结合围垦区(包括人工岛)淡水资源的分布与关联,根据《江苏沿海滩涂围垦开发利用规划纲要》需要,研究蓄淡工程的类型、规模和布局(河口水库、河网节制闸、天然湿地、平原水库),确定蓄淡工程规模和优化组合方案,评估蓄淡工程综合效用和影响(包括经济、社会、环境效益评价和利弊分析),提出兼顾供水、防洪、环保、海洋等行业需求的沿海围垦区蓄淡工程布局模式.研究改变现有基于陆地的水资源开发利用的模式,建立海陆结合的新型水资源开发模式.研究成果不仅仅可解决未来江苏沿海大开发淡水资源缺乏的问题,也为解决今后东部沿海城市尤其是北方沿海城市水资源的匮乏提供新思路.%The shortage of freshwater resources is an important restriction factor for large-scale reclamation and development and ecological environment protection in the coastal areas of Jiangsu Province. How to establish a more efficient water resources system with high security degree, to effectively increase the water supply and to rationally make use of water resources will be a huge challenge to the coastal development of Jiangsu Province. This study combines the distribution and association of freshwater resources in the reclamation areas (including the artificial islands). According to "Planning outline of reclamation and development of tidal flats in coastal areas of Jiangsu Province , the types, scales and layout of freshwater-storage projects (estuarine reservoirs, river sluices, natural wetlands, plain reservoirs) are investigated, and the project scale and optimization scheme are determined. The comprehensive utility and impact

  6. Calculation note for an underground leak which remains underground

    Energy Technology Data Exchange (ETDEWEB)

    Goldberg, H.J.

    1997-05-20

    This calculation note supports the subsurface leak accident scenario which remains subsurface. It is assumed that a single walled pipe carrying waste from tank 106-C ruptures, releasing the liquid waste into the soil. In this scenario, the waste does not form a surface pool, but remains subsurface. However, above the pipe is a berm, 0.762 m (2.5 ft) high and 2.44 m (8 ft) wide, and the liquid released from the leak rises into the berm. The slurry line, which transports a source term of higher activity than the sluice line, leaks into the soil at a rate of 5% of the maximum flow rate of 28.4 L/s (450 gpm) for twelve hours. The dose recipient was placed a perpendicular distance of 100 m from the pipe. Two source terms were considered, mitigated and unmitigated release as described in section 3.4.1 of UANF-SD-WM-BIO-001, Addendum 1. The unmitigated consisted of two parts of AWF liquid and one part AWF solid. The mitigated release consisted of two parts SST liquid, eighteen parts AWF liquid, nine parts SST solid, and one part AWF solid. The isotopic breakdown of the release in these cases is presented. Two geometries were considered in preliminary investigations, disk source, and rectangular source. Since the rectangular source results from the assumption that the contamination is wicked up into the berm, only six inches of shielding from uncontaminated earth is present, while the disk source, which remains six inches below the level of the surface of the land is often shielded by a thick shield due to the slant path to the dose point. For this reason, only the rectangular source was considered in the final analysis. The source model was a rectangle 2.134 m (7 ft) thick, 0.6096 m (2 ft) high, and 130.899 m (131 ft) long. The top and sides of this rectangular source was covered with earth of density 1.6 g/cm{sup 3} to a thickness of 15.24 cm (6 in). This soil is modeled as 40% void space. The source consisted of earth of the same density with the void spaces filled with

  7. Monitoring strategies associated with the controlled drawdown of a hydropower reservoir

    Science.gov (United States)

    Hauer, Christoph; Haimann, Marlene; Habersack, Helmut; Haun, Stefan; Hammer, Andreas; Schletterer, Martin

    2017-04-01

    Reservoirs are important in context of an increased demand on renewable energy and water for irrigation and drinking water purposes. Thus reservoir management is an important task. Beside the technical and the economically feasibility ecological factors are important issues. Thus, an integrative monitoring concept was developed and applied during a controlled drawdown of the Gepatsch reservoir in the Austrian Alps.The controlled drawdown (December 2015 - March 2016) was done slowly, with the consequence of moderatesuspended sediment concentrations (SSCs) in the downstream Inn river. The water was released through the penstock towards the turbines and directly into the Inn River. However, to limit the erosional impact on turbines only one Twin-Pelton turbines was operated during the controlled drawdown. The monitoring program itself was subdivided into monitoring of the sediments in the penstock to determine the amount and the composition of sediments which were sluiced through the turbine, monitoring of the turbine itself to quantify the damages of the turbine and a monitoring related to SSCs in the downstream river reach. In order to detect possible changes, measured discharge and turbidity values were examined. In addition, the flow velocity was modelled (1D). The goal was to monitor the observed peaks concerning their temporal shift and to draw conclusions on the storage capacity of fine sediments in the river substrate. Moreover, detailed fine sediment depositions on gravel bars along the Inn river were monitored and the grain size distribution of the river bed was determined. The monitoring started already in April / November 2015 with the aim to survey and analyses the turbidity, suspended load and fine sediment deposits on gravel bars along the River Inn as well as its biota (macroinvertebrates and fish) for "undisturbed" conditions. The SSCs were measured in a pre-analysis and during the drawdown itself in the penstock and in the outlet channel with

  8. 近50年东江流域降雨径流变化趋势研究%Fluctuation and Trends in Precipitation and Runoff in the Dongjiang River Basin over 50 years

    Institute of Scientific and Technical Information of China (English)

    吕乐婷; 彭秋志; 廖剑宇; 江源; 康慕谊

    2013-01-01

    Runoff in the Dongjiang River basin is mainly influenced by regional climatic factors such as precipitation, but is being modified by recently-accelerated human activities. To test the impacts of human activities on runoff, this paper analyzed trends in regional precipitation, surface runoff and the coupling relationship between them, through observed long-term rainfall and runoff data as well as evidences of human activities. Kriging interpolation was used to delineate precipitation isobars in upstream watershed beyond Boluo - a main flow gauging station near the final outlet of the basin. The moving average, linear regression, Mann - Kendall rank statistic test, and correlation analysis were used to examine trends and relationships between regional precipitation and runoff in Dongjiang River. We found that the runoff in the Dongjiang River Basin comes mainly from precipitation. Average annual precipitation and the quantity of runoff did not show a significant change in the past 50-year period. However, a trend of increasing runoff in the dry season (November to February) was found and thus the distribution of annual runoff within a year is growing. This was probably because of the construction of a number of dams and reservoirs in the upper-streams of the Dongjiang River basin from 1958 - 1985. Those reservoirs for irrigation, water supply and flood-control evened downstream runoff by filling in at the flood season while draining out at the dry season. At a monthly scale, the response of runoff to seasonal precipitation was more obvious than ever before in the monsoon rainy season, whereas the impacts of human activities on runoff are more prominent in the dry season. In summary, runoff in the Dongjiang River basin has undergone a rapid evolution propelled by increasing regional economic development, and is now regulated by artificial reservoirs, sluices, dams and other water supply systems.%基于东江流域近50年降雨、径流数据集,采用Mann-Kendall

  9. Nitrous oxide and methane emission in an artificial wetland treating polluted runoff from an agricultural catchment

    Science.gov (United States)

    Mander, Ülo; Tournebize, Julien; Soosaar, Kaido; Chaumont, Cedric; Hansen, Raili; Muhel, Mart; Teemusk, Alar; Vincent, Bernard

    2015-04-01

    An artificial wetland built in 2010 to reduce water pollution in a drained agricultural watershed showed real potential for pesticide and nitrate removal. The 1.2 ha off-shore wetland with a depth of from 0.1 to 1 m intercepts drainage water from a 450 ha watershed located near the village of Rampillon (03°03'37.3'' E, 48°32'16.7'' N, 70 km south-east of Paris, France). A sluice gate installed at the inlet makes it possible to close the wetland during the winter months (December - March), when no pesticides are applied and rainfall events are more frequent. The flow entering the wetland fluctuates from 0 to 120 L/s. The wetland is partially covered by Carex spp., Phragmites australis, Juncus conglomeratus, Typha latifolia and philamentous algae. Since 2011, an automatic water quality monitoring system measures water discharge, temperature, dissolved O2, conductivity pH, NO3- and DOC in both inlet and outlet. In May 2014, an automatic weather station and Campbell Irgason system for the measurement of CO2 and H2O fluxes were installed in the middle of the wetland. In May and November 2014 one-week high frequency measurement campaigns were conducted to study N2O and CH4 fluxes using 6 manually operated opaque floating static chambers and 12 floating automatic dynamic chambers. The latter were operated via multiplexer and had an incubation time of 5 minutes, whereas the gas flow was continuously measured using the Aerodyne TILDAS quantum cascade laser system. During the campaign, the reduction of NO3- concentration was measured in nine reactor pipes. Also, water samples were collected for N2O and N2 isotope analysis, and sediments were collected for potential N2 emission measurements. In May, the hydraulic retention time (HRT) was 30 days, and the average NO3- concentration decreased from 24 in the inflow to 0 mg/L in the outflow. Methane flux was relatively high (average 1446, variation 0.2-113990 μg CH4-C m-2 h-1), while about 2/3 was emitted via ebullition

  10. Assessment of limits and potentials of SWOT data for inland water bodies characterization and monitoring based on simulated data: Application to the Yangtze river complex

    Science.gov (United States)

    Yesou, Herve; Blumstein, Denis; Uribe, Carlos; Cretaux, Jean Francois; Huber, Claire; Daillet, Sylviane; Giraud, Henri; Gennero, Marie-Claude

    2013-04-01

    interesting parameters is that depending of the surrounding topography, some present only height variations whereas others presents the same behaviors but at a very small scale than the Poyang and Dongting lakes. In addition, the Anhui lakes are more of less disconnected from Yangtze flow as controlled by sluices, and present more submerged and floating vegetation which could disrupt the measurements. A rich database is under construction thanks to large EO data access through the ESA MOST Dragon project, CNES Take Five initiative simulating Sentinel 2 acquisition every 5 days, as well as ORFEO CNES Pleiades project, DEIMOS and, ASI initiatives as well as DLR Tandem X and TerraSAR Science Calls. From this database, already listed inputs needful for the SWOT simulation. Finally this project would have allowed at its term to assess the potentials and limits of SWOT mission for water level elevations with an accuracy of 10 cm and a slope accuracy of 1 cm/1 km.

  11. 西北寒旱区高坝水库的水温与冰情研究%Water temperature and ice conditions of high-dam reservoirs in northwestern cold and arid regions

    Institute of Scientific and Technical Information of China (English)

    周晨阳; 梁瑞峰; 肖尧; 李克锋

    2016-01-01

    A vertical one-dimensional water temperature and ice condition model and a longitudinal onedimensional water temperature model have been developed in this study to explore the influence of reservoir construction on water temperature and ice conditions in the northwestern cold regions.These models were applied to a case study of the Huangcangsi reservoir and its downstream river channel,and different cases of reservoir operation were examined and compared with the natural condition.The results show that this reservoir is the type of thermal stratification with inversion profiles of its water temperature behind the dam in winter,and hence it produced certain effects of weakening ice formation.In comparison with the natural river,the start time of frazil ice was delayed by about one month;the lasting period of ice condition was cut down by roughly 20 days;the maximum ice thickness was reduced to 0.49 m from the corresponding value of 0.76 m in the natural condition.As a result,no ice condition was detected in a certain reach downstream of the dam,and in the sluicing occurred a phenomenon of lower water temperature in spring and summer and higher temperature in autumn and winter than those in the natural condition.And under the dam,monthly mean water temperature was recovering along the stretch to normal in different degrees.%为探究西部寒旱地区水库修建对水温、冰情的影响,采用垂向一维水温冰情模型及纵向一维水温模型,对黑河黄藏寺水库库区和坝下游河道水温、冰情进行了预测,并与建库前进行了对比和分析.研究结果表明:黄藏寺水库水温结构为分层型,冬季坝前水温呈逆温分布,水库的修建对库区及坝下河段冰情程度有一定的弱化,初冰时间较建库前推迟约1个月,冰情持续时间减少约20天,最大冰厚由建库前的0.76 m减小至0.49 m,坝下一定范围内不再有冰情出现;水库泄水出现了一定的春夏季低温水及秋冬季高温水现

  12. Numerical simulation of sediment scouring due to horizontal jet based on Flow-3 D%基于Flow-3D的水平射流冲刷泥沙数值模拟

    Institute of Scientific and Technical Information of China (English)

    刘成林; 陈宇豪

    2016-01-01

    To analyze the whole process of sluice downstream sediment scouring due to horizontal jet, the downstream scouring process of a fixed floor were simulated by using sediment scour model, RNG k-εmodel and FAVOR method in Flow-3D soft-ware and on the basis of the hydraulic model test. The test simulation calculation was carried out according to the conditions of o-riginal hydraulic model. Combining with the result of hydraulic model tests, the water surface profile, velocity distribution, scou-ring hole depth and dune height during the scouring process were compared and analyzed. The result shows that the water surface profile and velocity distribution of the model test and simulation is consistent well, also the simulated scouring hole depth and dune height are in good agreement with the test. The sediment motion is analyzed, and the scouring process in case of different sediment grain size is simulated and the results are compared. It is concluded that the maximum scour depth and dune height de-creases with increase of particle size when the scouring reaches the equilibrium, which is consistent with the theoretical analysis. It is proved that the sediment scouring model can be used in the analysis of variables in hydraulic tests.%为了模拟分析闸口水平射流对下游泥沙冲刷的全过程,基于水工模型试验,采用Flow-3D软件中的泥沙冲刷模型结合RNG 模型和FAVOR方法,进行了水平射流冲刷固定底板下游泥沙的模拟试验。根据原水工模型条件,结合模型试验结果,对冲刷过程中的水面线、流速分布、冲坑深度和堆丘高度进行了对比分析。结果显示,数值模拟与原试验结果中水面线和流速分布吻合度很高,冲刷过程中的冲坑深度与堆丘的高度也很接近。分析了冲刷过程中的泥沙运动,模拟了不同粒径泥沙的冲刷过程并将结果进行对比,发现达到冲刷平衡阶段时冲坑深度与堆丘高度随泥沙粒径的增大

  13. Right to know: reducing risks of fecal pathogen exposure for ED patients and staff.

    Science.gov (United States)

    Delaney, Molly Bridget

    2014-07-01

    The purpose of this article is to review the literature regarding the multiple challenges that contribute to ED bedside toileting and examine best practices that will reduce fecal exposure, cross-contamination among patients, and employee splash injuries. We searched the Cumulative Index to Nursing and Allied Health Literature, MEDLINE, and Cochrane database for information about the multiple challenges involved in bedside toileting, using the following search terms: bedside toileting, gastroenteritis, macerator, sluice machine, fecal pathogen exposure, and splash injury. In addition, costs and benefits of reusable versus disposable bedside toileting equipment were compared and contrasted. Emergency departments have a higher exposure rate to fecal pathogens with current methods of bedside toileting. Short incubation periods may not allow the proper lead time needed for patients to access primary care providers. As a result, emergency departments and urgent care centers become a likely point of entry into the health care system. Although most inpatient rooms have built-in bathrooms, most emergency departments and outpatient examination rooms do not. Although many patients are ambulatory, restrictive monitoring equipment is required. For safety reasons, staff must bring toileting equipment to the bedsides of both ambulatory and non-ambulatory patients. Hopper dependence creates longer walking distances and delays. These delays may lead to incontinence events, skin breakdown, more frequent bed changes, and higher linen and labor costs. Reusable bedside toileting equipment is associated with at-risk behaviors. Examples are procrastination and sanitization shortcuts. These behaviors risk cross-contamination of patients especially when urgent situations require equipment to be reused in the interim. ED patients and staff are 5 times more likely to undergo fecal exposure. The 5 phases of ED bedside toileting at which risks occur are as follows: equipment setup, transport

  14. STUDY ON THE FREQUENCY AND PRINCIPLE OF FLOOD CATASTROPHE IN THE CHANGJIANG DELTA AND ITS NEIGHBORING REGIONS IN THE LAST 2000 YEARS

    Institute of Scientific and Technical Information of China (English)

    ZHANG; Sheng

    2001-01-01

    [1]CHEN Gao-yong, DU Zuo-zhong, ZHENG Zhen-zuo, 1939. The Natural Disaster and Man-made Calamity in China Since Recorded History [M]. Shanghai: Shanghai Book Store. (in Chinese )[2]CHEN Jia-qi, 1992. Discussion on the formation and anti-measure of the greatest flood in 1991, Taihu drainage basin [J] .Science for Lake, 4(2): 52 -59. (in Chinese)[3]CHEN Ji-yu et al., 1979. Development model of the Yangtze mouth since 2000 years[J]. Acta Oceanica Sinica, (1):103-111. (in Chinese)[4]CHENG Yu-qiong, GAO Jian-guo, 1984. The temporal characteristics of the important climate calamity causing over-10000population died in China history[J]. Exploration on Mother Nature, (4): 157-166. (in Chinese)[5]FANG Wei-hua, SHI Pei-jun, WANG Ai-jing, 2000. Analyses on the temporal changing characteristics of the flood [J] .Acta Natural Hazards Sinica, 9(2): 39-44. (in Chinese)[6]GUO Tao, TAN Xu-ming, 1994. Natural historical characteristics of the flood and flood hazards in Chinese history [J].Changjiang Seasonal (the second edition). (in Chinese)[7]GUO Tao, 1989. Hydrologic History of Sichuan Cities[M].Chengdu: Bashu Book Store. (in Chinese)[8]WANG La-chun, XU You-peng, ZHOU Yan-kang et al., 1999.Analyses on the regulation and the sluice capacity on the water net in Taihu region [J]. Acta of Nanjing University (Natural edition), 35(6): 712-718. (in Chinese)[9]YAN Fu, 2000. Preliminary study on the construction of the ecological project of the anti-flood and flood reduction in Yangtze drainage basin [J]. Environment and Resources in Yangtze Drainage Basin, 9 (3): 384-390. (in Chinese)[10]YANG Shi-lun, CHEN Ji-yu, 1995. Formation and evolution of the flood in the Taihu drainage basin [J]. Sceintia Geographica Sinica, 15(4): 307-313. (in Chinese)[11]YIN Huan-zhang, ZHANG Zheng-xiang, 1962. Some knowledge from Neolithic culture in the Taihu region, Jiangsn Province [J]. Archaeology, (3): 147. (in Chinese)[12]ZHU Cheng, SONG Jian, YOU Kun

  15. Development of adaptation strategies of marshland water management to regional climate change

    Science.gov (United States)

    Bormann, Helge; Frank, Ahlhorn; Luise, Giani; Kirsten, Klaassen; Thomas, Klenke

    2010-05-01

    Since many centuries, low lying areas at the German North Sea coast are intensively managed by water boards and dike boards. Sophisticated water management systems have been developed in order to keep the water out of the low lying areas in wet periods, while in some regions additional water is needed in dry periods for agricultural and ecological purposes. For example in the Wesermarsch region, a water management system has been developed in historical times, draining the landscape in winter time by means of channels, ditches, gates, sluices and pumping stations. In contrast, in summer time water is conducted from Weser River into the Wesermarsch region to serve watering of animals, fencing grazing areas and ensuring a continuous flow in the marsh watercourses. Doing so, maintaining soil fertility is guaranteed for agriculture as well as protection against floods, sustaining river ecology and traditional livestock farming. Due to climate variability and river engineering, the water management of the Wesermarsch already runs into problems because watering in summer cannot be assured any longer in sufficient water quality. During high tides, salt water from the North Sea is flowing upstream into the Weser estuary, generating brackish conditions in the lower Weser River. In addition, soil subsidence and soil mineralization of marsh and peat soils as well as the sea level rise increase the necessary pumping frequency and the emerging energy costs. The expected future climate change will further aggravate those problems and require an adaptation of the current management system. This presentation introduces the concept behind and preliminary results of an integrative and participatory project, aiming at the development of a new water management strategy adapted to the regional climate change likely to occur until year 2050. In close cooperation with a number of regional stakeholders and based on the priorities with respect to the future development of the region

  16. Calculation method for effect of silt sediment to lifting force of radial gate%淤泥对弧形钢闸门启门力影响的计算方法

    Institute of Scientific and Technical Information of China (English)

    徐国宾; 高仕赵

    2012-01-01

    为了估算泥沙淤积对弧形钢闸门启门力的影响,提出了一个计算公式.该公式将门前淤泥考虑为由粗细颗粒组成的宾汉体,同时考虑了泥沙附着力的力矩、梁格中附带泥沙重力的力矩、转动铰摩阻力的力矩、止水摩擦力矩、下吸力的力矩以及闸门重力和外加重力的力矩对弧形钢闸门启门力的影响.并利用该公式计算的弧形钢闸门启门力和西洱河二、四级电站泄洪闸门的实测资料进行对比得出:在门前泥沙淤积厚度较低的情况下,弧形钢闸门的启门力矩主要由闸门重力和外加重力决定,但是由泥沙引起的启门力矩变化也是不容忽视的,是导致闸门开启困难的影响因素之一,因此在设计过程中应充分考虑泥沙淤积对闸门启门力的影响,制定出合理的操作和维护方案,以防止闸门启闭困难情况的出现;该公式在计算门前有泥沙淤积情况下的启门力时,其计算精度能够满足工程实际需要.%In order to estimate the effect of silt sediment on the lifting force of steel radial gate, a calculating formula was proposed. In the formula, the silt deposited in front of the gate was considered to be the Bingham material which consists of coarse and fine particles. Also, the torques due to grillage sediment weight, rotational hinge friction resistance, seal friction resistance, under-suction effect, door weight and additio-nal-weight were torque etc were involved in the formula. The lifting forces applying on the sluicing steel radial gates in the 2nd and 4th Hydro-Power Station on the River Xi'er were estimated and compared with those measured in the stations. It was shown that in the case of less sediment deposition, the opening and closing torque on a radial gate is mainly decided by the door and additional-weight, but the lifting force caused from the sediment cannot be ignored. It is the sediment that leads to there is a difficulty in opening gate, thus it

  17. Mercury Geochemistry of Gold Placer Tailings, Sediments, Bedrock, and Waters in the Lower Clear Creek Area, Shasta County, California - Report of Investigations, 2001-2003

    Science.gov (United States)

    Ashley, Roger P.; Rytuba, James J.

    2008-01-01

    Clear Creek, one of the major tributaries of the upper Sacramento River, drains the eastern Trinity Mountains. Alluvial plain and terrace gravels of lower Clear Creek, at the northwest edge of the Sacramento Valley, contain placer gold that has been mined since the Gold Rush by various methods including hydraulic mining and dredging. In addition, from the 1950s to the 1980s aggregate-mining operations removed gravel from the lower Clear Creek flood plain. Since Clear Creek is an important stream for salmon production, a habitat restoration program is underway to repair damage from mining and improve conditions for spawning. This program includes moving dredge tailings to increase the area of spawning gravel and to fill gravel pits in the flood plain, raising the concern that mercury lost to these tailings in the gold recovery process may be released and become available to biota. The purposes of our study are to identify sources, transport, and dispersal of mercury in the lower Clear Creek area and identify environments in which bioavailable methylmercury is produced. Analytical data acquired include total mercury and methylmercury concentrations in sediments, tailings, and water. Mercury concentrations in bedrock and unmined gravels in and around the mined area are low and are taken to represent background concentrations. Bulk mercury values in placer mining tailings range from near-background in coarse dry materials to more than 40 times background in sands and silts exposed to mercury in sluices. Tailings are entrained in flood-plain sediments and active stream sediments; consequently, mercury concentrations in these materials range from background to about two to three times background. Mercury in sediments and tailings is associated with fine size fractions. The source of most of this mercury is historical gold mining in the Clear Creek watershed. Although methylmercury levels are low in most of these tailings and sediments, flood-plain sediment in shallow

  18. Developing a Simple Unique Head-Discharge Equation for Pivot Weirs with Different Side Contractions

    Directory of Open Access Journals (Sweden)

    neda Sheikh Rezazadeh Nikou

    2016-10-01

    unique head-discharge equation for pivot weirs based on dimension analysis and critical discharge equation (implementing Ferro rule. This equation can be used for different inclined angles and side contractions. The obtained unique and simple discharge equation can be used in automation of this structure. Material and Method: In this research, experimental data consist of experiments carried out in hydraulic research institute of Tehran, Iran and experiments of USBR on Pivot weir with side contraction in 0.925 in the canal with 1.14 m width and 0.46 m blade length (Wahlin and Replogle, 1994. Experiments of the water institute of Tehran were carried out in the concrete rectangular weir with 10.30m long, 1m wide and 1m depth (Fig.2. Experimental model was consisted of canals, water supply system, dampers (avoided of turbulent flow upstream of pivot weir, pivot weirs, sluice gate at the end of the channel (make different tail waters. With respect to laboratory equipment’s, three pivot weirs with of 80×65, 60×55 and 40×40 (cm×cm respectively length of the blade and the width was built and set 5.5 m far from the first of the canal. Discharge was determined from the calibrated weir located at the upstream of pivot weir. A manual point gauge with ±0.01 mm sensitivity was used to measure water surface levels. Extraction of discharge equation: Dimensional Analysis based on Ferro rule (2000 and 2001 is used to determine the discharge formula of pivot weirs. Since the h-Q function is usually exponential, the relation between dimensionless parameters could be defined as Ferro rule. Results and Discussion: The rating curve of the pivot weirs with different side contractions is compared with the normal suppressed rectangular weir (equal weir height in Fig. 3. The discharge of normal suppressed rectangular weir was calculated from the discharge equation of Kindsvater-Carter and discharge coefficient of Rehbock (1 for the equal weir height and head of pivot weirs. For a constant

  19. EDITORIAL: A physicist's journey to the centre of the Earth

    Science.gov (United States)

    Hipkin, Roger

    1999-07-01

    It is a paradox that, despite it being the planet on which all our experience is founded, the bulk Earth is as inaccessible as a remote galaxy. In South African diamond mines, man has penetrated about 3 km into the solid Earth; intact core from boreholes has been recovered from about 7 km and, in the Kola Peninsula of northern Russia, drill chippings have been sluiced up from about 13 km. Nevertheless, even if we had the resources to pepper the outer layer with exploratory boreholes, direct observation of the remaining 99% of the Earth's volume will always remain an impossibility. And yet we know some quite detailed properties of the interior of the Earth. Contrary to primitive cosmologies inspired by watching volcanoes erupt, and although below 2890 km there is a core of molten steel, we know that only in rare, shallow and isolated pockets are the rocks of the Earth's interior molten. The interior of the Earth is like an onion-skin: properties (density, electrical conductivity, sound speed etc) change mainly with depth. Taking the Earth's response to stress as one example, the material behaves like a brittle elastic solid only to depths of about 10-20 km. Below that, Earth materials exhibit the properties of both a solid and a liquid: to short-period effects like sound waves, they respond as a conventional solid but, when subjected to long-period stress, they can also flow like a liquid with a very high viscosity. Viscosity is initially controlled by the increasing mobility of atoms as temperature increases (viscosity decreases from about 1025 Pa s in the upper 20 km to about 1020 Pa s at a depth of 250 km); but atomic mobility is then offset by the counteracting effects of increasing pressure (viscosity increases to perhaps 1023 Pa s at 2500 km). We also have a quantitative physical picture of Earth behaviour stretching back over 4.5 billion years, despite having only 4500 years of recorded scientific observations about the Earth. Using the same physics that

  20. 生态景观型灌排系统面源污染防治试验及生态响应%Non-point source pollution control experiment and ecological response of ecological landscape type irrigation and drainage system

    Institute of Scientific and Technical Information of China (English)

    张雅杰; 邵庆军; 李海彩; 叶梁倩; 姚星; 胡将军

    2015-01-01

    The current irrigation and drainage system in land renovation was mainly designed and constructed to heighten efficiency of irrigation and drainage, structure safety and convenient management, which, however, somewhat neglected ecological landscape design, exerting an inappropriate influence on the biological habitat and agricultural non-point source pollution. Therefore, the aim of this paper is to design an ecological landscape irrigation and drainage system and realize more comprehensive benefits. First of all, originated from the traditional agricultural drainage and irrigation system, irrigation and drainage with an ecological ring-ditch was designed by using the principle of mutually-beneficial symbiosis of paddy, red duckweed, fish and vegetable planting plates, which realized the multifunctional stereo development of rice paddy pisciculture, vegetable planting and so on. Meanwhile, the roundabout biochemical pond was designed at the ecological ring-ditch drainage sluice, which was used as the treatment device of agricultural non-point source pollution. Then, ecological landscape lateral canal and lateral ditch was designed, which was made up of vegetation type diaphragm blocks, hornworts, vegetable planting plates, fish, Jumping type antiskid ecological plate and plant ecological community. What is more, by using the land reclamation project in shanghai as the experimental area, the rice growth cycle (6-10 months) as study period, the COD, NH4+-N, TN and TP as test indicators, and three monitoring sections as monitoring points, experimental of non-point source pollution prevention effects were made comparisons between system 1, system 2 and system3. The system 1 was constituted by the irrigation and drainage system using ecological ring-ditch, roundabout biochemical pond and lateral ditch wetlands. The system 2 was constituted by the irrigation and drainage system using underground pipe and current lateral ditch. And the system 3 was constituted by the

  1. Discharge and sediment loads in the Boise River drainage basin, Idaho 1939-40

    Science.gov (United States)

    Love, S.K.; Benedict, Paul Charles

    1948-01-01

    and eventually deposited in diversion ditches and on farm land. Because the sediment carried past the station on Moore Creek above Thorn Creek consisted almost entirely of fine material, it is probable, that a considerable part of the coarse sediment carried in the New York Canal during the 1940 spring runoff period was scoured from the large bed of deposited material in the Boise River above Diversion- Dam, and that the remainder came from Grimes Creek. Arrow Rock Reservoir was not sluiced during the investigation, and it is therefore unlikely that any of the coarse sediment in the New York Canal came from the Boise River above Moore Creek during 1939 and 1940. The average dry weight of 71 samples of deposited sediments collected from several parts of the Boise River drainage basin is about 90 pounds per cubic foot. The average specific gravity of 77 samples of deposited sediments is 2.57.

  2. First, Second and Third Habsburg Military Surveys: documents of the transition of Lake Balaton from natural to artificial hydrologic regime

    Science.gov (United States)

    Zlinszky, András.

    2010-05-01

    The hydrology of Lake Balaton, the largest lake in Central Europe has a long history of human impact, which probably started in prehistoric times through agricultural expansion. The most important change in the water regime of the Lake is considered to be the opening of the Sió Canal in 1863. This resulted in the lowering of the average water level by more than a meter and is known to have had a strong effect on the immediate shore zone of the lake and on the adjoined wetland areas. However, since the sluice and canal could only drain a restricted amount of water, these widespread effects were probably also caused by other changes on the watershed of the lake. The First Military Survey of the Habsburg Empire was measured nearly 100 years before the opening of the canal and is the first detailed survey of this area, and it can be considered as a benchmark of the situation before major human-induced changes on the catchment of the lake. The sheets of the Second Military Survey were mapped in an interval of 6-11 years before the drainage, so they show the situation with major anthropogenic impacts on the wetlands and the drainage basin but with the canal still not opened. The Third Military Survey shows the situation with major anthropogenic changes on the catchment and also the effect of the canal opening. Water level measurement data exists continuously since the Canal was opened but not before that time. The First Military Survey has no geodetic projection, so a seamless georeferenced mosaic of the Lake Balaton catchment had to be created by constrained polynomial georeferencing. The Second and Third Military Surveys were mapped using a projected coordinate system so these could be simply reprojected into a GIS. The second military survey has a unified map legend system and visual interpretation of these maps is easy, but most of the Third military survey only survived in form of black-and-white copies and these are more difficult to read. The elevations of the

  3. Relationship between groundwater recharge, discharge evolution and Karez flow attenuation in Shanshan County in nearly 60 years%近60年鄯善县地下水补排量演变与坎儿井流量衰减关系

    Institute of Scientific and Technical Information of China (English)

    吴彬; 杜明亮; 杨鹏年; 李英连

    2016-01-01

    evaporation discharge of phreatic water decreased from 0.938×108 m3 in 1958 to 0.056×108 m3 in 2011. 2) The correlation coefficients between Karez flow and river leakage, channel seepage, field infiltration, and well water production were 0.373, -0.327, -0.574 and -0.959 respectively. That was to say, Karez flow attenuation was mainly affected by pumping wells, followed by field infiltration, and lastly affected by river leakage and canal seepage. The response relationship between groundwater recharge and discharge system evolution and Karez flow attenuation was decided by their spatial distribution location. In north basin, Karez system was mainly located within the areas with a width of 5.0 km north of the ground water exposure belt, at a distance of 20.0-30.0 km from the river outlet. River leakage and channel seepage were distributed into vast aquifer with an area of 2 000 km2 in the piedmont Gobi gravel, which caused a small variation of groundwater level. Its influence is limited for most of Karez flow. Although pumping wells were located in the downstream of Karez canal, exploitation made groundwater level sharply decline and had a great influence on Karez flow. In south basin, Karez system was distributed throughout irrigation area, as well as pumping wells, exploiting groundwater caused most Karezes to be dried up and abandoned; only several Karezes located in the edge of irrigation area were still flowing. Field infiltration affected Karez flow significantly due to recharge directly. 3) The abrupt change point of groundwater recharge and discharge was consistent with the implementation stage of national major policy. Policy was a key factor in human factors. Before 1949, only Karez flow and spring water were diverted for irrigation and domestic purposes. The groundwater system was basically in a natural equilibrium. In the early days after liberation, along with the construction of diversion sluice and canal, the surface water diversion began to increase. The