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    Influence of Loss Model on Design Discharge of Homogeneous Plane

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Tommy S. W. Wong
    DOI: 10.1061/(ASCE)0733-9437(2005)131:2(210)
    Publisher: American Society of Civil Engineers
    Abstract: By applying the kinematic wave method to a homogeneous, rectangular overland plane, the influence of the constant and proportional-loss models on the design discharge are examined. The examination shows that with the use of the proportional-loss model, there is no partial-area effect and the design discharge is governed by the full-area contribution. On the other hand, with the use of the constant-loss model, there is no partial-area effect if the loss rate is small. For larger loss rates, there is a partial-area effect; and for this case, the design is complicated, since there is a need to search for the critical storm that governs the partial-area effect. The characteristic of the critical storm is that its rate of decrease in rainfall intensity with duration equals the corresponding rate of increase in the contributing area. The preceding findings are consistent with the design concept in the rational method that uses the proportional-loss model, and the results from earlier studies that used the constant-loss model.
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      Influence of Loss Model on Design Discharge of Homogeneous Plane

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28329
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    contributor authorTommy S. W. Wong
    date accessioned2017-05-08T20:49:34Z
    date available2017-05-08T20:49:34Z
    date copyrightApril 2005
    date issued2005
    identifier other%28asce%290733-9437%282005%29131%3A2%28210%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28329
    description abstractBy applying the kinematic wave method to a homogeneous, rectangular overland plane, the influence of the constant and proportional-loss models on the design discharge are examined. The examination shows that with the use of the proportional-loss model, there is no partial-area effect and the design discharge is governed by the full-area contribution. On the other hand, with the use of the constant-loss model, there is no partial-area effect if the loss rate is small. For larger loss rates, there is a partial-area effect; and for this case, the design is complicated, since there is a need to search for the critical storm that governs the partial-area effect. The characteristic of the critical storm is that its rate of decrease in rainfall intensity with duration equals the corresponding rate of increase in the contributing area. The preceding findings are consistent with the design concept in the rational method that uses the proportional-loss model, and the results from earlier studies that used the constant-loss model.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Loss Model on Design Discharge of Homogeneous Plane
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2005)131:2(210)
    treeJournal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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