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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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