NON-UNIFORM SUSPENDED SEDIMENTS UNDER WAVES
Keyword(s):
An original mathematical formulation for suspended sediments in a two-dimensional wave boundary layer is presented. The model accounts for non-immediate adaptation of sediments to the hydrodinamic conditions, and allows to include the effect of sorting of the different diameters considered. The mathematical model is numerically solved through a finite difference scheme. It is suitable that results compare favourably with experimental data by Staub et alii.
1986 ◽
Vol 10
(3)
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pp. 141-152
Keyword(s):
Keyword(s):
1999 ◽
1994 ◽
Vol 208
(1)
◽
pp. 67-70
Keyword(s):
2015 ◽
Vol 14
(2)
◽
pp. 90
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