Numerical simulation of flood inundation processes by 2D shallow water equations

被引:7
作者
Zhang X. [1 ]
Long W. [2 ]
Xie H. [2 ]
Zhu J. [3 ]
Wang J. [4 ]
机构
[1] State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University
[2] College of Water Resources and Hydropower, Sichuan University
[3] College of Chemical Engineering, Sichuan University
[4] Guizhou Hongfu Industry and Commerce Development Co. Ltd.
来源
Frontiers of Architecture and Civil Engineering in China | 2007年 / 1卷 / 1期
关键词
Flood; Inundated area; Inundated water depth; Shallow water equations;
D O I
10.1007/s11709-007-0011-5
中图分类号
学科分类号
摘要
In order to strengthen flood risk management in a river basin, to upgrade the capability of flood control, and to reduce the loss of lives and properties in urban areas, a numerical simulation model using 2D shallow water equations was proposed in this study. A satisfactory result has been obtained by applying the model in the Fuji River basin in central Japan. The result indicates that the numerical simulation model proposed can be adopted not only in the risk management of a river basin, but also in the study of real-time operations of rescue jobs and evacuation routes in a municipal region suffering from a serious flooding event. © Higher Education Press 2007.
引用
收藏
页码:107 / 113
页数:6
相关论文
共 14 条
[1]  
Berz G., Flood disaster: Lessons from the past-worries for the future, Water and Maritime Engineering, 142, 1, pp. 1-10, (2000)
[2]  
Weiyan T., Shallow C., Water Hydrodynamics, (1998)
[3]  
Akanbi A.A., Katopodes N.D., Model for flood propagation on initial dry land. Hydraulic Engineering, ASCE, 114, 7, pp. 689-706, (1988)
[4]  
Fennema R.T., Chaudhry M.H., Explicit methods for 2D transient free-surface flow, Hydraulic Engineering, ASCE, 116, 11, pp. 1013-1014, (1990)
[5]  
Garcia R., Kahawita R.A., Numerical solution of the St. Venant Equations with Maccormack Finite Difference Scheme, Numerical Methods in Fluids, 6, pp. 507-527, (1986)
[6]  
Zhao D.H., Shen H.W., Tabios III G.Q., Lai J.S., Tan W.Y., A finite volume two-dimentional unsteady flow model for river basins. Hydraulic Engineering, ASCE, 20, 7, pp. 863-883, (1994)
[7]  
Zhao D.H., Shen H.W., Lai J.S., Tabios III G.Q., Approximate Riemann Solvers in FVM for 2D hydraulic shook wave problems, Hydraulic Engineering, 122, pp. 692-702, (1996)
[8]  
Yoon T.H., Kang S.K., Finite volume model for two-dimentional shallow water flows on unstructured grids, Hydraulic Engineering, 130, 7, pp. 678-688, (2004)
[9]  
Zhou J.G., Causon D.M., Mingham C.G., Ingram D.M., Numerical prediction of dam-break flows in general geometries with complex bed topography, Hydraulic Engineering, 130, 4, pp. 332-340, (2004)
[10]  
Lin G.F., Lai J.S., Guo W.D., Finite-volume component-wise TVD Schemes for 2D shallow water equations, Advance in Water Resources, 26, pp. 861-873, (2003)