IMPROVED METHOD FOR NON-EQUILIBRIUM SEDIMENT TRANSPORT EQUATIONS WITH CONFLUENCE
An improved method for one dimensional non-equilibrium sediment transport equations with confluence is put forward in this paper, which is based on the traditional method. And then two different numerical models for water and sediment transport are established using traditional and improved method respectively for non-equilibrium sediment transport equations and that is the only difference between the two models. The models are applied in Baihetan Reservoir for calculating deformation of riverbed in order to test the methods, and the results educed by the two different calculating modes are compared and analyzed. Finally the results show that the improved method is much more reasonable in some special cases.
confluence non-equilibrium sediment transport equations numerical model
Dangwei Wang Guolu Yang Min Wang
State Key Laboratory of Water Resources and Hydropower Engineering, Wuhan University,Wuhan, China
国际会议
第16届亚太地区国际水利学大会暨第3届水工水力学国际研讨会(16th IAHR-APD Congress and 3rd Symoposium of IAHR-ISHS)
南京
英文
883-888
2008-10-20(万方平台首次上网日期,不代表论文的发表时间)