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A numerical model for simulating unsteady flow and suspended sediment transport in river networks was presented.
所有单一河流断面处的含沙量通过单一河流悬沙输运的求解方法获得。
The application to Taiping waterway shows that the proposed model can reasonably simulate the tidal current and suspended sediment transport.
并且在模型中嵌入悬移质输运模块,从而建立了一个针对太平水道的水流泥沙数学模型。
The method of fractional steps is used to split vertical 2-D suspended sediment transport equation. Then two different computation schemes are presented.
利用空间概念上的分步法,对剖面二维悬移质泥沙输移方程,提出两种不同的计算格式。
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