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A finite element model for simulating surface run-off and unsaturated seepage flow in the shallow subsurface

机译:模拟浅层地下径流和非饱和渗流的有限元模型

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摘要

This work introduces water-air two-phase flow into integrated surface-subsurface flow by simulating rainfall infiltration and run-off production on a soil slope with the finite element method. The numerical model is formulated by partial differential equations for hydrostatic shallow flow and water-air two-phase flow in the shallow subsurface. Finite element computing formats and solution strategies are presented to obtain a numerical solution for the coupled model. An unsaturated seepage flow process is first simulated by water-air two-phase flow under the atmospheric pressure boundary condition to obtain the rainfall infiltration rate. Then, the rainfall infiltration rate is used as an input parameter to solve the surface run-off equations and determine the value of the surface run-off depth. In the next iteration, the pressure boundary condition of unsaturated seepage flow is adjusted by the surface run-off depth. The coupling process is achieved by updating the rainfall infiltration rate and surface run-off depth sequentially until the convergence criteria are reached in a time step. A well-conducted surface run-off experiment and traditional surface-subsurface model are used to validate the new model. Comparisons with the traditional surface-subsurface model show that the initiation time of surface run-off calculated by the proposed model is earlier and that the water depth is larger, thus providing values that are closer to the experimental results.
机译:通过有限元方法模拟土壤边坡的降雨入渗和径流产生,将水-空气两相流引入地表-地下综合流。通过偏微分方程建立了浅埋地下流体静水流和水-气两相流的数值模型。提出了有限元计算格式和求解策略,以获得耦合模型的数值解。首先在大气压力边界条件下,通过水-气两相流模拟非饱和渗流过程,得出降雨入渗率。然后,将降雨入渗率作为输入参数来求解地表径流方程,并确定地表径流深度的值。在下一次迭代中,通过地表径流深度来调整非饱和渗流的压力边界条件。通过依次更新降雨入渗率和地表径流深度,直到在某个时间步长达到收敛标准,来实现耦合过程。一个进行良好的地表径流实验和传统的地表-地下模型被用来验证新模型。与传统的地表-地下模型比较表明,该模型计算的地表径流起始时间较早,水深较大,因此提供的值更接近实验结果。

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