TECHNICAL PAPERS
Sep 1, 2008

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

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 9

Abstract

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 problem of variably saturated subsurface flow. The coupled system of equations governing surface and subsurface flows is discretized using the finite-volume method in space and an implicit scheme in time. Component modules and the coupled flow model have been tested by comparing numerical results with published experimental data and analytical solutions. The verified integrated flow model has been applied to simulate the rainfall-runoff processes in a published field-scale experiment and the Deep Hollow Lake watershed, Mississippi. The results have demonstrated that the established numerical model is capable of simulating 3D subsurface flow and 2D surface shallow water flow as well as predicting the interactions between them.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study is supported by the University of Mississippi and the USDA Agricultural Research Service. Dr. Mustafa Altinakar, Dr. Alex Cheng, Dr. Gregg Davidson, Dr. Garey Fox, Dr. Marjorie M. Holland, Dr. Alfred T. Mikell, and Dr. Clint W. Williford in the Interdisciplinary Working Group on Water Resources/Water Quality/Aquatic Ecosystems at the University of Mississippi are acknowledged for their support. We grateful thank Dr. VanderKwaak for providing data of Abdul’s (1985) field experiments and Dr. Yongping Yuan and Dr. Gregg Davidson for providing data for the Deep Hollow Lake watershed case.

References

Abbott, M. B., Bathurst, J. C., Cunge, J. A., O’Connell, P. E., and Rasmussen, J. (1986). “An introduction to the European hydrological system—Systèm Hydrologique Européen, ‘SHE,’ 2: Structure of a physically-based modeling system.” J. Hydrol., 87, 61–77.
Abbott, M. B., and Refsgaard, J. C. (1996). Distributed hydrological modeling, Kluwer, Boston.
Abdul, A. S. (1985). “Experimental and numerical studies of the effect of the capillary fringe on streamflow generation.” Ph.D. dissertation, Univ. of Waterloo, Waterloo, Ont., Canada.
Abdul, A. S., and Gillham, R. W. (1989). “Field studies of the effects of the capillary fringe on streamflow generation.” J. Hydrol., 112, 1–18.
Adams, G. W. (2001). “Hydrogeologic characterization of an oxbow lake: Deep Hollow Lake, Mississippi.” Master’s thesis, Univ. of Mississippi, University, Miss.
Akan, A. O., and Yen, B. C. (1981a). “Diffusion-wave flood routing in channel networks.” J. Hydr. Div., 107(6), 719–732.
Akan, A. O., and Yen, B. C. (1981b). “Mathematical model of shallow water flow over porous media.” J. Hydr. Div., 107(4), 479–494.
Akindunni, F. F., and Gillham, R. W. (1992). “Unsaturated and saturated flow in response to pumping of an unconfined aquifer: numerical investigation of delayed drainage.” Ground Water, 30(6), 873–884.
Anderson, M. P., and Woessner, W. W. (1992). Applied groundwater modeling: Simulation of flow and advective transport, Academic Press, San Diego.
Baker, D. L. (1995). “Darcian weighted interblock conductivity means for vertical unsaturated flow.” Ground Water, 33(3), 385–390.
Cardenas, M. B. R., and Zlontik, V. A. (2003). “Three-dimensional model of modern channel bend deposits.” Water Resour. Res., 39(6), 1141–1155.
Celia, M. A., Bouloutas, E. T., and Zarba, R. L. (1990). “A general mass-conservative numerical solution for the unsaturated flow equation.” Water Resour. Res., 26(7), 1483–1496.
Desbarats, A. J. (1995). “An interblock conductivity scheme for finite difference models of steady unsaturated flow in heterogeneous media.” Water Resour. Res., 31(11), 2883–2889.
Di Giammarco, P., Todini, E., and Lamberti, P. (1996). “A conservative finite element approach to overland flow: Control volume finite element formulation.” J. Hydrol., 175, 267–291.
Freeze, R. A., and Harlan, R. L. (1969). “Blueprint for a physically-based, digitally simulated, hydrologic response model.” J. Hydrol., 9, 237–258.
Gottardi, G., and Venutelli, M. (1993). “A control-volume finite element model for two-dimensional overland flow.” Adv. Water Resour., 16, 277–284.
Govindaraju, R. S. (1996). “Modeling overland flow contamination by chemicals mixed in shallow soil horizons under variable source area hydrology.” Water Resour. Res., 32(3), 753–758.
Huang, K., Mohanty, B. P., and van Genuchten, M. T. (1996). “A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation.” J. Hydrol., 178, 69–91.
HydroGeoLogic. (2000). MODHMS: A Comprehensive MODFLOW-based hydrologic modeling system, version 1.1. Code documentation and user’s guide, Herndon, Va.
Jones, J. P. (2005). “Simulating hydrologic systems using a physically-based, surface-subsurface model: Issues concerning flow, transport and parameterization.” Ph.D. dissertation, Univ. of Waterloo, Waterloo, Ont., Canada.
Kollet, S. J., and Maxwell, R. M. (2006). “Integrated surface-groundwater flow modeling: A free-surface overland flow boundary condition in a parallel groundwater flow model.” Adv. Water Resour., 129, 945–958.
Kollet, S. J., and Zlontik, V. A. (2003). “Stream depletion predictions using pumping test data from a heterogeneous stream-aquifer system (a case study from the Great Plains, USA).” J. Hydrol., 281, 96–114.
Morita, M., and Yen, B. C. (2002). “Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows.” J. Hydraul. Eng., 128(2), 184–200.
O’Connell, P. E., and Todini, E. (1996). “Modeling of rainfall, flow and mass transport in hydrological systems: An overview.” J. Hydrol., 175, 3–16.
Panday, S., and Huyakorn, P. S. (2004). “A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow.” Adv. Water Resour., 27, 361–382.
Rebich, R. A., and Knight, S. S. (2001). “The Mississippi Delta management systems evaluation area project, 1995–99.” Mississippi Agriculture and Forestry Experiment Station, Information Bulletin No. 377, Division of Agriculture, Forestry and Veterinary Medicine, Mississippi State Univ., University, Miss.
Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface water hydrology, Wiley, New York.
Smith, R. E., and Woolhiser, D. A. (1971). “Overland flow on an infiltrating surface.” Water Resour. Res., 7(3), 899–913.
Stone, H. L. (1968). “Iterative solution of implicit approximation of multidimensional partial differential equations.” SIAM (Soc. Ind. Appl. Math.) J. Numer. Anal., 5, 530–558.
Tayfur, G., Kavvas, M. L., Govindaraju, R. S., and Storm, D. E. (1993). “Applicability of St. Venant equations for two dimensional overland flows over rough infiltrating surfaces,” J. Hydraul. Eng., 119, 51–63.
Therrien, R., McLaren, R. G., Sudicky, E. A., and Panday, S. M. (2006). “HydroGeoSphere, a three-dimensional numerical model describing fully-integrated subsurface and surface flow and solute transport (DRAFT).” Groundwater Simulations Group, ⟨http://www.science. uwaterloo.ca/~mclaren/public/hydrosphere.pdf⟩.
Thoms, T. B. (2003). “Simulating fully coupled overland and variably saturated subsurface flow using MODFLOW.” Master’s thesis, Oregon Health and Science Univ., Ore.
VanderKwaak, J. E. (1999). “Numerical simulation of flow and chemical transport in integrated surface-subsurface hydrologic systems.” Ph.D. dissertation, Univ. of Waterloo, Waterloo, Ont., Canada.
VanderKwaak, J. E., and Loague, K. (2001). “Hydrologic-response simulations for the R-5 catchment with a comprehensive physics-based model.” Water Resour. Res., 37(4), 999–1013.
Van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
Versteeg, H. K., and Malalasekera, W. (1998). An introduction to computational fluid dynamics—The finite volume method, Longman Group Ltd., London.
Wallach, R., Grigorin, G., and Rivlin, J. (1997). “The errors in surface runoff prediction by neglecting the relationship between infiltration and overland flow depth.” J. Hydrol., 200, 243–259.
Yuan, Y., and Bingner, R. L. (2002). “Assessment of best management practices for water quality improvement for the Deep Hollow Watershed in Mississippi Delta MSEA project using AGNPS.” Research Rep. No., 28, Channel & Watershed Processes Research Unit National Sedimentation Laboratory, Oxford, Miss.
Zhang, X., and Ewen, J. (2000). “Efficient method for simulating gravity-dominated water flow in unsaturated soils.” Water Resour. Res., 36(9), 2777–2780.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 9September 2008
Pages: 835 - 845

History

Received: Mar 14, 2007
Accepted: Oct 17, 2007
Published online: Sep 1, 2008
Published in print: Sep 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Zhiguo He, A.M.ASCE [email protected]
Postdoctoral Research Associate, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, University, MS 38677. E-mail: [email protected]
Weiming Wu, M.ASCE [email protected]
Research Associate Professor, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, University, MS 38677 (corresponding author). E-mail: [email protected]
Sam S. Wang, F.ASCE [email protected]
F.A.P. Barnard Distinguished Professor and Director, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, University, MS 38677. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share