2001•Journal of Hydraulic EngineeringRequires access
2-D numerical model for unsteady flow and sediment transport in Yellow River estuary
Cao Wen
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Abstract
In consideration of the rapid migration of coastline and great variation of sediment concentration in Yellow River estuary, a 2\|D numerical model for unsteady flow and sediment transport is developed. Verification demonstrates that the model can effectively simulate the sediment transport, scouring and silting of seabed and the variation of coastline.