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    Numerical Modeling for Sediment-Pass-Through Reservoirs

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author:
    Howard H. Chang
    ,
    Larry L. Harrison
    ,
    Wing Lee
    ,
    Scott Tu
    DOI: 10.1061/(ASCE)0733-9429(1996)122:7(381)
    Publisher: American Society of Civil Engineers
    Abstract: Sediment accumulation in reservoirs on the North Fork Feather River will soon affect hydroelectric power generation. For sediment control, low-level outlets through the dams have been considered to allow Sediment-Pass-Through (SPT) the reservoirs. The objective of SPT is to maintain sediment balance through the reservoirs with no net erosion or deposition over an extended operating cycle. The velocity required for bed sediment to pass through a reservoir will be achieved by reservoir level drawdown during large floods. A numerical modeling study, using FLUVIAL-12, was made to evaluate the feasibility and effectiveness of SPT for the system. The study developed the following features: (1) rating curves that specify the reservoir drawdown in relation to the changing discharge; and (2) reservoir operation rules that specify the operational procedure and settings for control gates. Simulated results are presented to demonstrate that mass balance for the river/reservoir system can be achieved, without adverse siltation in the river channel to affect fish spawning. This approach for reservoir sediment control should be useful for similar problems.
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      Numerical Modeling for Sediment-Pass-Through Reservoirs

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    https://yetl.yabesh.ir/yetl1/handle/yetl/24297
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    • Journal of Hydraulic Engineering

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    contributor authorHoward H. Chang
    contributor authorLarry L. Harrison
    contributor authorWing Lee
    contributor authorScott Tu
    date accessioned2017-05-08T20:42:36Z
    date available2017-05-08T20:42:36Z
    date copyrightJuly 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A7%28381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24297
    description abstractSediment accumulation in reservoirs on the North Fork Feather River will soon affect hydroelectric power generation. For sediment control, low-level outlets through the dams have been considered to allow Sediment-Pass-Through (SPT) the reservoirs. The objective of SPT is to maintain sediment balance through the reservoirs with no net erosion or deposition over an extended operating cycle. The velocity required for bed sediment to pass through a reservoir will be achieved by reservoir level drawdown during large floods. A numerical modeling study, using FLUVIAL-12, was made to evaluate the feasibility and effectiveness of SPT for the system. The study developed the following features: (1) rating curves that specify the reservoir drawdown in relation to the changing discharge; and (2) reservoir operation rules that specify the operational procedure and settings for control gates. Simulated results are presented to demonstrate that mass balance for the river/reservoir system can be achieved, without adverse siltation in the river channel to affect fish spawning. This approach for reservoir sediment control should be useful for similar problems.
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling for Sediment-Pass-Through Reservoirs
    typeJournal Paper
    journal volume122
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:7(381)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 007
    contenttypeFulltext
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