Coupled Finite-Volume Model for 2D Surface and 3D Subsurface Flows

Surface-subsurface interactions are an intrinsic component of the hydrologic response within a watershed; therefore, hydrologic modeling tools should consider these interactions to provide reliable predictions, especially during rainfall-runoff processes. This paper presents a fully implicit coupled model designed for hydrologic evaluation in wetlands, agricultural fields, etc. The model uses the depth-averaged two-dimensional (2D) diffusion wave equation for shallow surface water flow, and the three-dimensional (3D) mixed-form Richards equation for variably saturated subsurface flow. The interactions between surface and subsurface flows are considered via infiltration in dynamic equilibrium. A general framework for coupling the surface and subsurface flow equations is adopted, based on the continuity conditions of pressure head and exchange flux rather than the traditional conductance concept. The diffusion wave surface water equation is used as an upper boundary condition for the initial-boundary value ...

[1]  D. Storm,et al.  Applicability of St. Venant Equations for Two‐Dimensional Overland Flows over Rough Infiltrating Surfaces , 1993 .

[2]  D. L. Baker Darcian Weighted Interblock Conductivity Means for Vertical Unsaturated Flow , 1995 .

[3]  J. Vanderkwaak Numerical simulation of flow and chemical transport in integrated surface-subsurface hydrologic systems , 1999 .

[4]  Vitaly A. Zlotnik,et al.  Stream depletion predictions using pumping test data from a heterogeneous stream–aquifer system (a case study from the Great Plains, USA) , 2003 .

[5]  Vitaly A. Zlotnik,et al.  Three‐dimensional model of modern channel bend deposits , 2003 .

[6]  G. Gottardi,et al.  A control-volume finite-element model for two-dimensional overland flow , 1993 .

[7]  V. Singh,et al.  Kinematic Wave Modeling in Water Resources: Surface-Water Hydrology , 1996 .

[8]  Robert W. Gillham,et al.  Field studies of the effects of the capillary fringe on streamflow generation , 1989 .

[9]  R. Wallach,et al.  The errors in surface runoff prediction by neglecting the relationship between infiltration rate and overland flow depth , 1997 .

[10]  R. Freeze,et al.  Blueprint for a physically-based, digitally-simulated hydrologic response model , 1969 .

[11]  A. J. Desbarats An Interblock Conductivity Scheme for Finite Difference Models of Steady Unsaturated Flow in Heterogeneous Media , 1995 .

[12]  Ezio Todini,et al.  Modelling of rainfall, flow and mass transport in hydrological systems: an overview , 1996 .

[13]  Mathematical Model of Shallow Water Flow over Porous Media , 1981 .

[14]  Ben Chie Yen,et al.  Diffusion-Wave Flood Routing in Channel Networks , 1981 .

[15]  R. Maxwell,et al.  Integrated surface-groundwater flow modeling: A free-surface overland flow boundary condition in a parallel groundwater flow model , 2006 .

[16]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[17]  R. Thoms,et al.  Simulating fully coupled overland and variably saturated subsurface flow using MODFLOW , 2003 .

[18]  M. Celia,et al.  A General Mass-Conservative Numerical Solution for the Unsaturated Flow Equation , 1990 .

[19]  Ben Chie Yen,et al.  Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows , 2002 .

[20]  Weeratunge Malalasekera,et al.  An introduction to computational fluid dynamics - the finite volume method , 2007 .

[21]  Mary P. Anderson,et al.  Applied groundwater modeling - simulation of flow and advective transport (4. pr.) , 1991 .

[22]  H. L. Stone ITERATIVE SOLUTION OF IMPLICIT APPROXIMATIONS OF MULTIDIMENSIONAL PARTIAL DIFFERENTIAL EQUATIONS , 1968 .

[23]  R. Govindaraju Modeling Overland Flow Contamination by Chemicals Mixed in Shallow Soil Horizons Under Variable Source Area Hydrology , 1996 .

[24]  P. E. O'connell,et al.  An introduction to the European Hydrological System — Systeme Hydrologique Europeen, “SHE”, 2: Structure of a physically-based, distributed modelling system , 1986 .

[25]  P. Huyakorn,et al.  A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow , 2004 .

[26]  David A. Woolhiser,et al.  Overland Flow on an Infiltrating Surface , 1971 .

[27]  R. Gillham,et al.  Unsaturated and Saturated Flow in Response to Pumping of an Unconfined Aquifer: Numerical Investigation of Delayed Drainage , 1992 .

[28]  Efficient method for simulating gravity‐dominated water flow in unsaturated soils , 2000 .

[29]  E. Todini,et al.  A conservative finite elements approach to overland flow: the control volume finite element formulation , 1996 .

[30]  B. Mohanty,et al.  A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation , 1996 .

[31]  K. Loague,et al.  Hydrologic‐Response simulations for the R‐5 catchment with a comprehensive physics‐based model , 2001 .