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    Hydraulic Calculations for Flow in Lock Manifolds

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author:
    Richard L. Stockstill
    ,
    Frank M. Neilson
    ,
    Victor L. Zitta
    DOI: 10.1061/(ASCE)0733-9429(1991)117:8(1026)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure to calculate the flow and pressure distributions within navigation‐lock manifolds is presented. The approach is to treat each port as a discrete element in the flow system. Values of port hydraulic coefficients are established using previously reported laboratory studies of the flow characteristics of single‐port manifolds. Energy‐loss equations are written for the flow path through each port in the manifold. These equations use the port coefficients determined from laboratory experiments and the Darcy‐Weisbach friction factor. The energy‐loss equations are used in conjunction with the continuity equation to form a system of nonlinear equations in which the unknowns are the manifold discharges. These equations are solved simultaneously using a predictor‐corrector numerical scheme to provide a solution to multiported manifolds. The solution technique is verified with model data for manifold designs in existing locks. The solution technique determines the culvert and port discharges and the pressure distributions for these manifolds within acceptable limits.
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      Hydraulic Calculations for Flow in Lock Manifolds

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23505
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    contributor authorRichard L. Stockstill
    contributor authorFrank M. Neilson
    contributor authorVictor L. Zitta
    date accessioned2017-05-08T20:41:12Z
    date available2017-05-08T20:41:12Z
    date copyrightAugust 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A8%281026%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23505
    description abstractA procedure to calculate the flow and pressure distributions within navigation‐lock manifolds is presented. The approach is to treat each port as a discrete element in the flow system. Values of port hydraulic coefficients are established using previously reported laboratory studies of the flow characteristics of single‐port manifolds. Energy‐loss equations are written for the flow path through each port in the manifold. These equations use the port coefficients determined from laboratory experiments and the Darcy‐Weisbach friction factor. The energy‐loss equations are used in conjunction with the continuity equation to form a system of nonlinear equations in which the unknowns are the manifold discharges. These equations are solved simultaneously using a predictor‐corrector numerical scheme to provide a solution to multiported manifolds. The solution technique is verified with model data for manifold designs in existing locks. The solution technique determines the culvert and port discharges and the pressure distributions for these manifolds within acceptable limits.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Calculations for Flow in Lock Manifolds
    typeJournal Paper
    journal volume117
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:8(1026)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 008
    contenttypeFulltext
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