KMS Institute Of Geographic Sciences And Natural Resources Research,CAS
Application of numerical model in evaluating the effects of a planned reservoir on reach-scale bankfull discharge of the lower Wei River | |
He Li![]() | |
2018-05-01 | |
Source Publication | JOURNAL OF MOUNTAIN SCIENCE
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ISSN | 1672-6316 |
Volume | 15Issue:5Pages:1057-1070 |
Corresponding Author | He Li(heli@igsnrr.ac.cn) |
Abstract | Predicting the responses of an alluvial channel to changes in flow and sediment supply is essential for engineering design. Many methods have been developed in the last few decades to describe sectional bankfull characteristics (elevation and discharge); however, studies on long-term reach-scale bankfull discharge are still limited. In this study, a hydraulic model is built to calculate the reach-scale bankfull discharge, and the effects of reservoir building on downstream bankfull discharges are discussed. The studied river reach is located at the lower Wei River (WR), where the planned Dongzhuang Reservoir would be built on its largest tributary, the Jing River. A quasi-two-dimensional numerical model coupled with a bankfull discharge estimating method is put forward to calculate the reach-scale bankfull discharge. The soundness of the model is verified. Results show that the temporal variation of reach-scale bankfull discharge of the lower reach of the WR would be highly influenced by the planned reservoir, especially during the first 20 years of operation. The effect of the planned reservoir on bankfull discharge may reach its maximum when the total trapped sediment load reaches approximately 75% of the reservoir capacity. Our results show that after the first 17 years of operation, the effect of the planned reservoir on bankfull discharge of the river reach may decrease gradually. The soundness and predictive capability of the coupled model have also been calibrated by comparing with existing reservoirs. All analyses indicate that the numerical model can be used to predict the changed reach-scale bankfull discharge of the lower WR. |
Keyword | Wei River Bankfull discharge Reservoir Numerical model Flow change Sediment supply |
DOI | 10.1007/s11629-017-4657-8 |
WOS Keyword | YELLOW-RIVER ; FLOW |
Indexed By | SCI |
Language | 英语 |
Funding Project | National Natural Science Foundation of China[2011CB403305] ; National Natural Science Foundation of China[51579230] ; National Natural Science Foundation of China[51109198] ; National Natural Science Foundation of China[41571005] ; National Natural Science Foundation of China[51479179] |
Funding Organization | National Natural Science Foundation of China |
WOS Research Area | Environmental Sciences & Ecology |
WOS Subject | Environmental Sciences |
WOS ID | WOS:000431989800011 |
Publisher | SCIENCE PRESS |
Citation statistics | |
Document Type | 期刊论文 |
Identifier | http://ir.igsnrr.ac.cn/handle/311030/54877 |
Collection | 中国科学院地理科学与资源研究所 |
Corresponding Author | He Li |
Affiliation | Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Key Lab Water Cycle & Land Surface Proc, Beijing 100101, Peoples R China |
Recommended Citation GB/T 7714 | He Li. Application of numerical model in evaluating the effects of a planned reservoir on reach-scale bankfull discharge of the lower Wei River[J]. JOURNAL OF MOUNTAIN SCIENCE,2018,15(5):1057-1070. |
APA | He Li.(2018).Application of numerical model in evaluating the effects of a planned reservoir on reach-scale bankfull discharge of the lower Wei River.JOURNAL OF MOUNTAIN SCIENCE,15(5),1057-1070. |
MLA | He Li."Application of numerical model in evaluating the effects of a planned reservoir on reach-scale bankfull discharge of the lower Wei River".JOURNAL OF MOUNTAIN SCIENCE 15.5(2018):1057-1070. |
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