Dynamics of Moving Boundary Overland Flows Over Infiltrating Surfaces at Hillslopes
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[1] R. Freeze,et al. Blueprint for a physically-based, digitally-simulated hydrologic response model , 1969 .
[2] R. Wooding,et al. Overland flow and groundwater flow from a steady rainfall of finite duration , 1964 .
[3] R. D. Black,et al. Partial Area Contributions to Storm Runoff in a Small New England Watershed , 1970 .
[4] R. Allan Freeze,et al. Role of subsurface flow in generating surface runoff: 2. Upstream source areas , 1972 .
[5] David A. Woolhiser,et al. Difference Solutions of the Shallow-Water Equation , 1967 .
[6] J. Bathurst. Sensitivity analysis of the Systeme Hydrologique Europeen for an upland catchment , 1986 .
[7] R. D. Black,et al. An Experimental Investigation of Runoff Production in Permeable Soils , 1970 .
[8] Keith Beven,et al. A physically based model of heterogeneous hillslopes: 1. Runoff production , 1989 .
[9] David A. Woolhiser,et al. Overland Flow on an Infiltrating Surface , 1971 .
[10] E. Morris,et al. The effect of the small-slope approximation and lower boundary conditions on solutions of the Saint-Venant equations , 1979 .
[11] M. Kavvas,et al. A modified diffusion equation for flood propagation in trapezoidal channels , 1986 .
[12] R. Allan Freeze,et al. A stochastic‐conceptual analysis of rainfall‐runoff processes on a hillslope , 1980 .
[13] James C. Bathurst,et al. Physically-based distributed modelling of an upland catchment using the Systeme Hydrologique Europeen , 1986 .
[14] R. Allan Freeze,et al. Role of subsurface flow in generating surface runoff: 1. Base flow contributions to channel flow , 1972 .
[15] Rao S. Govindaraju,et al. On the diffusion wave model for overland flow: 1. Solution for steep slopes , 1988 .
[16] Roger E. Smith,et al. Mathematical simulation of interdependent surface and subsurface hydrologic processes , 1983 .
[17] David A. Woolhiser,et al. Unsteady, one‐dimensional flow over a plane—The rising hydrograph , 1967 .
[18] Keith Beven,et al. Hillslope hydrographs by the finite element method , 1977 .
[19] K. Beven,et al. A physically based model of heterogeneous hillslopes: 2. Effective hydraulic conductivities , 1989 .
[20] D. B. Simons,et al. Applicability of kinematic and diffusion models. , 1978 .
[21] J.H.Daluz Vieira. Conditions governing the use of approximations for the Saint-Vénant equations for shallow surface water flow , 1983 .