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首页> 外文会议>ISFMA Symposium on Mathematical Methods for Surface and Subsurface Hydrosystems >Finite Element Modeling of Hydrosystems with Fully Saturated, Variably Saturated, and Overland Flows
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Finite Element Modeling of Hydrosystems with Fully Saturated, Variably Saturated, and Overland Flows

机译：完全饱和，可变饱和和陆地流动的水系统有限元建模

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The prediction of overland flow routing in hillslopes is of paramount importance during flood episodes. Owing to the complexity of the problem, in situ experiments are often difficult to perform and general conclusions are difficult to draw. This has prompted the development of numerical tools with the capability to analyze water transfer in virtual hillslopes subjected to various operating conditions. This approach has experi-enced a vigorous development over the past decades. Many advances have been reported in the specialized literature, concerning both the de-velopment of models describing the hydrological behavior of hillslopes through partial differential equations (PDEs) and appropriate bound-ary conditions (BCs) and the design of suitable numerical methods able to tackle such PDEs and BCs. Recent work in this direction includes, among others, Ogden & Watts [1], Cloke et al. [2], and Weiler & Mc-Donnell [3].
机译：在洪水剧集期间，Hillslopes中的陆普兰流量路由的预测至关重要。 由于问题的复杂性，原位实验往往难以表现，一般的结论很难绘制。 这促使具有分析经过各种操作条件的虚拟山坡中的水转移的能力的数值工具的开发。 这种方法在过去的几十年里，在过去的发展中经历了剧烈的发展。 专业文献中报告了许多进展，关于描述通过部分微分方程（PDE）和适当的绑定条件（BCS）和适当的绑定条件（BCS）以及能够解决合适的数值方法的设计 这种PDE和BCS。 最近在这个方向的工作包括，其中，ogden＆watts [1]，Cloke等。 [2]，和Weiler＆MC-Donnell [3]。

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