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    Estimation of Contraction Scour in Riverbed Using SERF

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Jianhua Jiang
    ,
    Neil K. Ganju
    ,
    Ashish J. Mehta
    DOI: 10.1061/(ASCE)0733-950X(2004)130:4(215)
    Publisher: American Society of Civil Engineers
    Abstract: Contraction scour in a firm-clay estuarine riverbed is estimated at an oil-unloading terminal at the Port of Haldia in India, where a scour hole attained a maximum depth greater than 5 m relative to the original bottom. A linear equation for the erosion flux as a function of the excess bed shear stress was semicalibrated in a rotating-cylinder device called SERF (Simulator of Erosion Rate Function) and coupled to a hydrodynamic code to simulate the hole as a clear-water scour process. SERF, whose essential design is based on previous such devices, additionally included a load cell for in situ and rapid measurement of the eroded sediment mass. Based on SERF’s performance and the degree of comparison between measured and simulated hole geometry, it appears that this device holds promise as a simple tool for prediction of scour in firm-clay beds.
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      Estimation of Contraction Scour in Riverbed Using SERF

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41535
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJianhua Jiang
    contributor authorNeil K. Ganju
    contributor authorAshish J. Mehta
    date accessioned2017-05-08T21:10:32Z
    date available2017-05-08T21:10:32Z
    date copyrightJuly 2004
    date issued2004
    identifier other%28asce%290733-950x%282004%29130%3A4%28215%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41535
    description abstractContraction scour in a firm-clay estuarine riverbed is estimated at an oil-unloading terminal at the Port of Haldia in India, where a scour hole attained a maximum depth greater than 5 m relative to the original bottom. A linear equation for the erosion flux as a function of the excess bed shear stress was semicalibrated in a rotating-cylinder device called SERF (Simulator of Erosion Rate Function) and coupled to a hydrodynamic code to simulate the hole as a clear-water scour process. SERF, whose essential design is based on previous such devices, additionally included a load cell for in situ and rapid measurement of the eroded sediment mass. Based on SERF’s performance and the degree of comparison between measured and simulated hole geometry, it appears that this device holds promise as a simple tool for prediction of scour in firm-clay beds.
    publisherAmerican Society of Civil Engineers
    titleEstimation of Contraction Scour in Riverbed Using SERF
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2004)130:4(215)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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