A two‐dimensional, finite difference model of saturated subsurface hillslope flow, capable of handling varied topography, is developed. The model uses rainfall, elevation data, saturated conductivities, and available soil porosity to predict saturated thicknesses in time and space over the hillslope. The model is tested against piezometric data collected in a steep hillslope hollow in the Cascade Range of Washington state during the winter wet season. The model closely tracks the timing and magnitude of piezometric response.
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Jackson et al. (1992) studied this question.
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