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
Hauptverfasser: da Silva, Paulo Alves, Temperville, André, Seabra Santos, Fernando
Format: Artikel
Sprache:eng
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