Abstract
An implicit finite difference solution is used to study the dynamic effects of tidal flows on suspended load transport. The numerical method solves transformed forms of onedimensional equations for sediment concentrations over the water column in order to reduce truncation errors. Applications are made to analytical and field situations and shown to yield good results. Parametric simplification of model results combined with field data on suspended load is used to suggest improvements to existing morphological 3D (Box) models for prediction of seabed change due to tidal action.
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