JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2011, Vol. 28 ›› Issue (4): 75-79.

• HEALTHY CHANGJIANG RIVER • Previous Articles     Next Articles

Unstructured Grid Model of Flow and Sediment Evolution  in Flood Diversion and Storage Area

ZHANG Xi-bing 1,2 , OU Zhi-hua 3 , CUI Zhan-feng 1 , SUN Xian 1   

  1. 1.River Research Institute,Yangtze River Scientific Research Institute, Wuhan 430010 China ; 2.College of Water Resources and Hydroelectric Engineering, Wuhan University, Wuhan 430072 China ; 3.Honghu Sub-bureau, Jingzhou River Management Bureau of Yangtze River, Honghu 433200 China
  • Online:2011-04-01 Published:2012-11-01

Abstract: Based on unstructured triangular grid and Finite Volume Method, a flow and sediment evolution model in flood diversion and storage area is founded in this paper. One advantage is that the model grids can adapt to complicated boundary conditions well, and the terrain data of the computational domain are obtained quickly by using DEM numerical model interpolation technology. Another advantage is that the sediment transport and riverbed deformation can be simulated synchronously. Key techniques including grid partition, numerical separation, treatments of movable boundary and dry riverbed are studied and the corresponding processing methods are introduced. Furthermore, the model has been applied successfully to the simulation of flood diversion in 1954 in Jingjiang flood diversion and storage area. The calculated flood results can serve as reference for flood control policy  making and flood rescue, and the maximum erosion depth behind the flood diversion gate can provide reference for engineering design.

Key words: unstructured grid   , flood diversion and storage area  ,   flood evolution  ,   sediment erosion and deposition ,  numerical simulation

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