Application of 2-D Numerical Model of Bed Load in Rivers of Mountain Area:Regulation Project in Wangmo River as An Example

ZHOU Wei,GAO Hui-cai,WU Teng

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (8) : 6-17.

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Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (8) : 6-17. DOI: 10.11988/ckyyb.20150473
RIVERLAKE SEDIMENTATION AND REGULATION

Application of 2-D Numerical Model of Bed Load in Rivers of Mountain Area:Regulation Project in Wangmo River as An Example

  • ZHOU Wei1,GAO Hui-cai2,WU Teng3
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Abstract

In order to utilize rich hydropower resources in southwest mountain area of China and decrease flow with high sand proportion and debris flow disasters caused by flash flood, we should establish suitable two-dimensional bed load mathematical models for rivers in mountain area. On the basis of finite volumetric method, we dispersed common controlling equations in sediment numerical model of two-dimensional flow, dealt with dry land boundary by using frozen method, and established a general two-dimensional bed load mathematical model. Xintun section in Wangmo river located in Guizhou province was taken as an example. We carried out numerical calculation of flow field, exploring scouring and deposition of bed load. Test results showed that, as for water level calculation and verification of scouring and deposition in the river bed, simulated data was in consistent with data from empirical formula; after regulation project of the river, most of water levels along the flow direction decreased, except for slight increase in few sections; meanwhile, in the condition of given discharge,water level after the regulation was smaller than that before the regulation, and sediment deposition into the water flume decreased, which is in favor of river flood control.

Key words

river in mountain area / two-dimensional bed load / numerical model / scouring and deposition / river regulation project

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ZHOU Wei,GAO Hui-cai,WU Teng. Application of 2-D Numerical Model of Bed Load in Rivers of Mountain Area:Regulation Project in Wangmo River as An Example[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(8): 6-17 https://doi.org/10.11988/ckyyb.20150473

References

[1] MEYER-PETER E ,MULLER R. Formulas for Bed Load Transport∥International Association of Hydraulic Research .Proceedings of 2nd Meeting of the International Association for Hydraulic Structures Research. Delft, Netherlands, June 7, 1948: 39-64.
[2] MEYER-PETER E, FAVRE H, EINSTEIN H A. Neuere Versuchsresutate Uber den Geschiebetrieb. Schweizerische. Bauzeitung, 1934, 103(12): 147-150.
[3] BAGNOLD R A. An Approach to the Sediment Transport Problem from General Physics. Washington, USA: United States Government Printing Office ,1996.
[4] 张瑞瑾,谢鉴衡.河流泥沙动力学.北京:水利电力出版社,1998.
[5] 张红武,张俊华,卜海磊,等.试论推移质输沙率公式.南水北调与水利科技,2011,9(6):140-145.
[6] 谢鉴衡.河流泥沙工程学(上册).北京:水利电力出版社,1982.
[7] 李昌华,金德春.河工模型试验.北京:人民交通出版社,1981.
FAGHERAZZI S, RASETARINERA P, HUSSAINI M Y, et al. Numerical Solution of the Dam-Break Problem with a Discontinuous Galerkin Method. Journal of Hydraulic Engineering, 2004, 130(6):532-539.
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