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Integrated Two-Dimensional Surface and Three-Dimensional Subsurface Contaminant Transport Model Considering Soil Erosion and Sorption

机译:考虑土壤侵蚀和吸附的二维表面和三维次表面污染物综合运移模型

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摘要

To investigate the complex hydrological, morphodynamic, and environmental processes in watersheds, a physically-based integrated two-dimensional (2D) surface and three-dimensional (3D) subsurface model for flow, soil erosion and transport, and contaminant transport in the surface-subsurface system is presented in this paper. The model simulates the rainfall-induced surface flow by solving the depth-averaged 2D diffusion wave equation and the variably-saturated subsurface flow by solving the 3D mixed-form Richards equation. The surface and subsurface flow equations are coupled using the continuity conditions of pressure and exchange flux at the ground surface. The model uses the concept of nonequilibrium in the depth-averaged 2D simulation of nonuniform total-load sediment transport in upland fields, considering detachments by rainsplash and hydraulic erosion driven by surface flow. The integrated 2D surface and 3D subsurface contaminant transport model takes into account the contaminant changes due to sediment sorption and desorption, as well as exchanges between surface and subsurface domains due to infiltration, diffusion, and bed change. The model applies the same set of surface equations of flow, sediment, and contaminant transport for describing both upland areas and streams, so that no special treatments are required at their interface. The established model has been evaluated by comparisons with published experimental, numerical, and analytical data and then applied in an agricultural watershed. The model is suitable for wetland areas and agricultural watersheds in which streams are not very narrow and deep, and meanwhile a relatively fine mesh that can distinguish the streams is preferred.
机译:为了研究流域中复杂的水文,形态动力学和环境过程,建立了基于物理的二维(2D)表面和三维(3D)地下表面综合模型,用于水流,土壤侵蚀和运输以及污染物在地表中的运输,本文介绍了地下系统。该模型通过求解深度平均的二维扩散波方程来模拟降雨引起的地表流,并通过求解3D混合形式的Richards方程来模拟可变饱和的地下流。地表和地下流动方程式使用地表压力和交换通量的连续性条件进行耦合。该模型在非均匀总负荷沉积物在陆地上的深度平均二维模拟中使用非平衡概念,其中考虑了雨水飞溅引起的分离和地表水驱动的水力侵蚀。集成的2D表面和3D地下污染物传输模型考虑了由于沉积物吸附和解吸而引起的污染物变化,以及由于渗透,扩散和床层变化而引起的表面域与地下域之间的交换。该模型使用相同的流动,沉积物和污染物迁移的表面方程组来描述高地区域和河流,因此在界面处不需要任何特殊处理。已建立的模型已通过与已发布的实验,数值和分析数据进行比较进行了评估,然后应用于农业流域。该模型适用于河流不是很窄和很深的湿地地区和农业流域,同时,最好使用能够区分河流的相对细的网格。

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