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    Experimental and Numerical Investigation of Bed-Load Transport under Unsteady Flows

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author:
    Gökçen Bombar
    ,
    Şebnem Elçi
    ,
    Gokmen Tayfur
    ,
    M. Şükrü Güney
    ,
    Aslı Bor
    DOI: 10.1061/(ASCE)HY.1943-7900.0000412
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic behavior of bed-load sediment transport under unsteady flow conditions is experimentally and numerically investigated. A series of experiments are conducted in a rectangular flume (18 m in length, 0.80 m in width) with various triangular and trapezoidal shaped hydrographs. The flume bed of 8 cm in height consists of scraped uniform small gravel of
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      Experimental and Numerical Investigation of Bed-Load Transport under Unsteady Flows

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    https://yetl.yabesh.ir/yetl1/handle/yetl/64260
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    contributor authorGökçen Bombar
    contributor authorŞebnem Elçi
    contributor authorGokmen Tayfur
    contributor authorM. Şükrü Güney
    contributor authorAslı Bor
    date accessioned2017-05-08T21:51:08Z
    date available2017-05-08T21:51:08Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000439.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64260
    description abstractThe dynamic behavior of bed-load sediment transport under unsteady flow conditions is experimentally and numerically investigated. A series of experiments are conducted in a rectangular flume (18 m in length, 0.80 m in width) with various triangular and trapezoidal shaped hydrographs. The flume bed of 8 cm in height consists of scraped uniform small gravel of
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Investigation of Bed-Load Transport under Unsteady Flows
    typeJournal Paper
    journal volume137
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000412
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    contenttypeFulltext
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