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    Predicting the Morphodynamic Response of Silt-Laden Rivers to Water and Sediment Release from Reservoirs: Lower Yellow River, China

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Dirk Sebastiaan van Maren
    ,
    Ming Yang
    ,
    Zheng Bing Wang
    DOI: 10.1061/(ASCE)HY.1943-7900.0000285
    Publisher: American Society of Civil Engineers
    Abstract: The high sediment load of the Yellow River results in rapid infilling of its reservoirs when sediment is not regularly flushed. Simultaneously, the downstream reaches of the Yellow River experience extremely high siltation rates, which are reduced when sediment is retained in its reservoirs. To minimize siltation in the reservoirs and the downstream river bed, water and sediment are released from the reservoir in a controlled way through flushing experiments. In this paper, we analyze the effect of such a flushing event on the downstream river bed through data analysis and numerical modeling. Sedimentation may be minimized by relating the amount of sediment released from the reservoir to the sediment available for release through operational monitoring and by releasing relatively clear water after turbid water. Despite this flushing of sediment, the reservoir will eventually fill up, and more sediment released again into the lower Yellow River. The change in discharge magnitude and frequency brought about by the reservoir will then probably result in increased siltation rates in the lower Yellow River compared to the predam situation.
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      Predicting the Morphodynamic Response of Silt-Laden Rivers to Water and Sediment Release from Reservoirs: Lower Yellow River, China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64122
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    contributor authorDirk Sebastiaan van Maren
    contributor authorMing Yang
    contributor authorZheng Bing Wang
    date accessioned2017-05-08T21:50:57Z
    date available2017-05-08T21:50:57Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000308.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64122
    description abstractThe high sediment load of the Yellow River results in rapid infilling of its reservoirs when sediment is not regularly flushed. Simultaneously, the downstream reaches of the Yellow River experience extremely high siltation rates, which are reduced when sediment is retained in its reservoirs. To minimize siltation in the reservoirs and the downstream river bed, water and sediment are released from the reservoir in a controlled way through flushing experiments. In this paper, we analyze the effect of such a flushing event on the downstream river bed through data analysis and numerical modeling. Sedimentation may be minimized by relating the amount of sediment released from the reservoir to the sediment available for release through operational monitoring and by releasing relatively clear water after turbid water. Despite this flushing of sediment, the reservoir will eventually fill up, and more sediment released again into the lower Yellow River. The change in discharge magnitude and frequency brought about by the reservoir will then probably result in increased siltation rates in the lower Yellow River compared to the predam situation.
    publisherAmerican Society of Civil Engineers
    titlePredicting the Morphodynamic Response of Silt-Laden Rivers to Water and Sediment Release from Reservoirs: Lower Yellow River, China
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000285
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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