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Unsteady free surface flow in porous media: One-dimensional model equations including vertical effects and seepage face

机译:多孔介质中不稳定的自由表面流动:一维模型方程,包括垂直效果和渗流面

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摘要

This note examines the two-dimensional unsteady isothermal free surface flow of an incompressible fluid in a non-deformable, homogeneous, isotropic, and saturated porous medium (with zero recharge and neglecting capillary effects). Coupling a Boussinesq-type model for nonlinear water waves with Darcy's law, the two-dimensional flow problem is solved using one-dimensional model equations including vertical effects and seepage face. In order to take into account the seepage face development, the system equations (given by the continuity and momentum equations) are completed by an integral relation (deduced from the Cauchy theorem). After testing the model against data sets available in the literature, some numerical simulations, concerning the unsteady flow through a rectangular dam (with an impermeable horizontal bottom), are presented and discussed.
机译:本说明在不可变形,均匀,各向同性和饱和多孔介质(具有零充电和忽略毛细血管效应)中,检查不可压缩流体的二维非定常等温自由表面流动。 耦合与达西法律的非线性水波的Boussinesq型模型,使用一维模型方程来解决二维流动问题,包括垂直效果和渗流面。 为了考虑渗流面部开发,系统方程(由连续性和动量方程给出)由整体关系(从Cauchy定理推导)完成。 在对文献中可用的数据集进行测试后,提出并讨论了一些关于穿过矩形坝(具有不透水水平底部)的非定常流的数值模拟。

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