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    Channel Bed Slope Effect on the Height of Gravity Waves Produced by a Sudden Downstream Discharge Stoppage

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author:
    Leonardo P. Chamorro
    ,
    Fernando Porté-Agel
    DOI: 10.1061/(ASCE)HY.1943-7900.0000178
    Publisher: American Society of Civil Engineers
    Abstract: We derive a simple analytical correction of a well-known standard formulation of the gravity wave height produced in a prismatic channel due to a sudden discharge stoppage at the downstream end of the channel. The proposed analytical correction considers the vertical growth of the wave and, as a result, takes into account the effect of the channel bed slope on the wave height. This simple correction is useful to be considered in preliminary designs of relatively long channels subject to unsteady flow conditions.
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      Channel Bed Slope Effect on the Height of Gravity Waves Produced by a Sudden Downstream Discharge Stoppage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64006
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    contributor authorLeonardo P. Chamorro
    contributor authorFernando Porté-Agel
    date accessioned2017-05-08T21:50:43Z
    date available2017-05-08T21:50:43Z
    date copyrightMay 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000204.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64006
    description abstractWe derive a simple analytical correction of a well-known standard formulation of the gravity wave height produced in a prismatic channel due to a sudden discharge stoppage at the downstream end of the channel. The proposed analytical correction considers the vertical growth of the wave and, as a result, takes into account the effect of the channel bed slope on the wave height. This simple correction is useful to be considered in preliminary designs of relatively long channels subject to unsteady flow conditions.
    publisherAmerican Society of Civil Engineers
    titleChannel Bed Slope Effect on the Height of Gravity Waves Produced by a Sudden Downstream Discharge Stoppage
    typeJournal Paper
    journal volume136
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000178
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
    contenttypeFulltext
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