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    Exact Solutions for Sequent Depths Problem

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Prabhata K. Swamee
    ,
    Pushpa N. Rathie
    DOI: 10.1061/(ASCE)0733-9437(2004)130:6(520)
    Publisher: American Society of Civil Engineers
    Abstract: Design of a stilling basin downstream of a barrage requires knowledge of various elements of hydraulic jump with known values such as the discharge and the energy lost in the jump. The problem reduces to solution of the implicit equations for sequent depths requiring the tedious method of trial and error. Presented herein are the exact equations for sequent depths.
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      Exact Solutions for Sequent Depths Problem

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/28307
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    contributor authorPrabhata K. Swamee
    contributor authorPushpa N. Rathie
    date accessioned2017-05-08T20:49:31Z
    date available2017-05-08T20:49:31Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A6%28520%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28307
    description abstractDesign of a stilling basin downstream of a barrage requires knowledge of various elements of hydraulic jump with known values such as the discharge and the energy lost in the jump. The problem reduces to solution of the implicit equations for sequent depths requiring the tedious method of trial and error. Presented herein are the exact equations for sequent depths.
    publisherAmerican Society of Civil Engineers
    titleExact Solutions for Sequent Depths Problem
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:6(520)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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