Arrested gravel front: Stable gravel-sand transitions in rivers. Part 2: General numerical solution

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作者
Univ of Minnesota, Minneapolis, United States [1 ]
机构
来源
J Hydraul Res | / 2卷 / 159-182期
基金
美国国家科学基金会;
关键词
Computational methods - Geomorphology - Gravel - Sand - Subsidence - Wear of materials;
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摘要
Many rivers have an abrupt transition from gravel-bed to sand-bed morphology. In many cases the point of transition is neither prograding nor retrograding, but is rather arrested in place. Two mechanisms are hypothesized as responsible for stabilizing the gravel-sand transition, basin subsidence (or alternatively base level rise) and abrasion of gravel. The companion paper offers a simplified analytical solution for the long profile of a river with such a transition. This treatment allows for direct insight into the relation between the morphology and the controlling mechanisms at the expense of several gross approximations. The present paper offers a rigorous complete numerical solution which takes such facts as the streamwise sorting of heterogeneous gravel into consideration.
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