DONATE

IAHR Document Library


« Back to Library Homepage « Proceedings of the 38th IAHR World Congress (Panama, 2019)

Study on Water-Amount for Sediment Transport and Critical Sediment Discharge for Keeping Balance of Scouring and Depositing in the Lower Weihe River

Author(s): Qiushi Luo, Xing Gao, Xiaopeng Wang, Jun Lu

Linked Author(s): Qiushi Luo

Keywords: Lower Weihe River; Water-Amount for Sediment Transport; Critical Sediment Discharge;

Abstract: Weihe River is the largest tributary of the Yellow River and flows into the Yellow River at Tongguan. It is a heavily silt-carrying river with serious sediment deposition and alarming flood control problem. The characteristics of “different water and sediment sources, insufficient water, excessive sediment and extremely incoordination of the two” and the Tongguan elevation which is always staying at a high level are the root of the serious sediment deposition in the lower Weihe River. Based on the measured data and related research, the possible scenarios of the incoming sediment amount of the lower Weihe River were analyzed and a correlativity model for Water-Amount calculation of Sediment Transport in the lower Weihe river were constructed, in which both the Sediment Discharge and the allowable deposition amount was employed. To improve the calculation result, a Tongguan elevation correction factor was introduced into the correlativity model. With the improved model, the Water-Amount for Sediment Transport to maintain annual deposition amount of 0.1×108t in the lower Weihe River will be 37.4×108m3 and 42.8×108m3 respectively for different possible scenarios at 1.9×108t and 2.4×108t of incoming sediment amount in flood season. And considering the function of DongZhuangReservior after the storage period, the Water-Amount for Sediment Transport will be 35×108m3 and 41×108m3 respectively. Through the multi-mode set prediction, the critical sediment runoff of the scouring and depositing balance in the lower Weihe River is around 0.37-0.39×108t.

DOI: https://doi.org/10.3850/38WC092019-0819

Year: 2019

Copyright © 2024 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions