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• W2051226006 abstract "The development of a physically based model for flow and transport in hillslope transects is presented. In the second paper of this set, Connell et al. [this issue] use this model as the fundamental unit in a catchment application to describe flow within flood‐irrigated catchments. The hillslope transect model is based on the assumption that surface and groundwater flow is one‐dimensional, flowing down the topographic gradient. This approximation is particularly accurate for flood‐irrigated catchments where the land surface is divided into irrigation bays. To maximize the model's utility for catchment modeling, a number of simplifications to the process descriptions are introduced to reduce model complexity and computational overhead. The description of the unsaturated zone makes a distinction between infiltration and capillary rise, allowing infiltration to be a mixture of macropore and matrix flow and capillary rise to be a porous medium process. The capillary rise description exploits the transition in flow behavior as soil dries from being atmosphere‐limited to profile‐controlled. An efficient Laplace space quasi‐analytical solution to Richards' equation is used for this second stage. This quasi‐analytical procedure is also used to solve the advection‐dispersion equation for unsaturated solute transport and for Darcian groundwater flow. The model is tested through application to a field site where detailed observations of surface and subsurface flow and transport are available. The good agreement with observations in both calibration and long‐duration simulations of a wide range of physical processes promotes confidence in the model representation." @default.
• W2051226006 created "2016-06-24" @default.
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• W2051226006 date "2001-04-01" @default.
• W2051226006 modified "2023-10-14" @default.
• W2051226006 title "Modeling flow and transport in irrigation catchments: 1. Development and testing of subcatchment model" @default.
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• W2051226006 doi "https://doi.org/10.1029/2000wr900268" @default.
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