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    Effect of Shallowness on Sediment Deposition in Recirculation Zones

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author:
    Guangqian Wang
    ,
    Daoyi Chen
    ,
    Xingkui Wang
    ,
    M. Asim
    ,
    Junqiang Xia
    DOI: 10.1061/(ASCE)HY.1943-7900.0000376
    Publisher: American Society of Civil Engineers
    Abstract: Various hydrodynamic and sediment deposition experiments were conducted on a purpose-built, wide, shallow water table using a range of incoming flow and bed roughness conditions, including five flow rates, different inflow sediment concentrations, and different artificial roughness coefficients generated by four transverse string intervals. A recirculation zone was created behind a 0.5-m-wide backward-facing step on the left side of the table. Surface velocities, sediment concentrations, and processes and features of sediment deposition in recirculation zones were measured. Experimental results indicate that (1) as the value of the shallow stability parameter increased from 0.033 to 0.47, the length of the recirculation zone decreased to less than half, but the corresponding area and volume of sediment deposition increased about four times, and (2) it is the strength of the mixing layer rather than the size of the recirculation zone that dominates the process of sediment deposition as well as the final deposition feature.
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      Effect of Shallowness on Sediment Deposition in Recirculation Zones

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64221
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    contributor authorGuangqian Wang
    contributor authorDaoyi Chen
    contributor authorXingkui Wang
    contributor authorM. Asim
    contributor authorJunqiang Xia
    date accessioned2017-05-08T21:51:04Z
    date available2017-05-08T21:51:04Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000401.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64221
    description abstractVarious hydrodynamic and sediment deposition experiments were conducted on a purpose-built, wide, shallow water table using a range of incoming flow and bed roughness conditions, including five flow rates, different inflow sediment concentrations, and different artificial roughness coefficients generated by four transverse string intervals. A recirculation zone was created behind a 0.5-m-wide backward-facing step on the left side of the table. Surface velocities, sediment concentrations, and processes and features of sediment deposition in recirculation zones were measured. Experimental results indicate that (1) as the value of the shallow stability parameter increased from 0.033 to 0.47, the length of the recirculation zone decreased to less than half, but the corresponding area and volume of sediment deposition increased about four times, and (2) it is the strength of the mixing layer rather than the size of the recirculation zone that dominates the process of sediment deposition as well as the final deposition feature.
    publisherAmerican Society of Civil Engineers
    titleEffect of Shallowness on Sediment Deposition in Recirculation Zones
    typeJournal Paper
    journal volume137
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000376
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    contenttypeFulltext
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