Abstract
The sediment reaction and diffusion equation with generalized initial and boundary condition is studied. By using Laplace transform and Jordan lemma, an analytical solution is got, which is an extension of analytical solution provided by Cheng Kwokming James (only diffusion was considered in analytical solution of Cheng). Some problems arisen in the computation of analytical solution formula are also analysed.
Similar content being viewed by others
References
Cheng Kwokming James. Bottom-boundary condition for nonequilibrium transport of sediment [J]. Journal of Geophysical Research, 1984,89(C5):8209-8214.
Mei C C. Nonuniform diffusion of suspended sediment [J]. J Hydraut Div Am Soc Civil Eng, 1969,95(HY1):581-584.
Celik Ismail, Rodi Wolfgang. Modeling sediment transport in nonequilibrium situations [J]. Journal of Hydraulic Engineering, 1988,114(10):1157-1191.
David Wunsch A. Complex Variables With Applications [M]. second edition. Reading, Mass: Addison-Wesley Publishing Company, 1994.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Xiong, Ys., Onyx, W.W.h. The Analytical Solution for Sediment Reaction and Diffusion Equation with Generalized Initial-Boundary Conditions. Applied Mathematics and Mechanics 22, 404–408 (2001). https://doi.org/10.1023/A:1016341432464
Issue Date:
DOI: https://doi.org/10.1023/A:1016341432464