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摘要:
Two kinds of analytical solutions are derived through Laplace transform for the equation that governs wave-induced suspended sediment concentration with linear sediment diffusivity under two kinds of bottom boundary conditions, namely the reference concentration (Dirichlet) and pickup function (Nu- mann), based on a variable transformation that is worked out to transform the governing equation into a modified Bessel equation. The ability of the two analytical solutions to describe the profiles of sus- pended sediment concentration is discussed by comparing with different experimental data. And it is demonstrated that the two analytical solutions can well describe the process of wave-induced suspended sediment concentration, including the amplitude and phase and vertical profile of sediment concentra- tion. Furthermore, the solution with boundary condition of pickup function provides better results than that of reference concentration in terms of the phase-dependent variation of concentration.
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篇名 Analytical solutions for sediment concentration in waves based on linear diffusivity
来源期刊 力学快报(英文版) 学科
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年,卷(期) 2021,(2) 所属期刊栏目 Fluid Mechanics
研究方向 页码范围 77-80
页数 4页 分类号
字数 语种 英文
DOI 10.3969/j.issn.2095-0349.2021.02.003
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期刊影响力
力学快报(英文)
双月刊
2095-0349
11-5991/O3
16开
北京中关村北四环西路15号
82-776
2011
eng
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659
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