Sand transport under combined current and wave conditions: A semi-unsteady, practical model
For the general purposes of morphodynamic computations in coastal zones, simple formula-based models are usually employed to evaluate sediment transport. Sediment transport rates are computed as a function of the bottom shear stress or the near bed flow velocity and it is generally assumed that the...
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Veröffentlicht in: | Coastal engineering (Amsterdam) 2006-11, Vol.53 (11), p.897-913 |
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Sprache: | eng |
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