THE ANALYTICAL SOLUTION FOR SEDIMENT REACTION AND DIFFUSION EQUATION WITH GENERALIZED INITIAL-BOUNDARY CONDITIONS
XIONG Yue-shan1, Onyx Wai Wing hong2
1. Department of Computer Science, National University of Science and Technology, Changsha 410073, P R China; 2. Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, P R China
[1] Cheng Kwokming James. Bottom-boundary condition for nonequilibrium transport of sediment[J]. Journal of Geophysical Research,1984,89(C5):8209-8214.
[2] Mei C C. Nonuniform diffusion of suspended sediment[J]. J Hydraut Div Am Soc Civil Eng,1969,95(HY1):581-584.
[3] Celik Ismail, Rodi Wolfgang. Modeling sediment transport in nonequlibrium situations[J]. Journal of Hydraulic Engineering,1988,114(10):1157-1191.
[4] David Wunsch A. Complex Variables With Applications[M]. second edition. Reading, Mass: Addison-Wesley Publishing Company,1994.
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