TECHNICAL PAPERS
Apr 1, 2005

Coupled Surface-Subsurface Flow Model for Improved Basin Irrigation Management

Publication: Journal of Irrigation and Drainage Engineering
Volume 131, Issue 2

Abstract

The availability of a process-based coupled surface-subsurface model can lead to improved surface irrigation/fertigation management practices. In this study, a one-dimensional zero-inertia model is coupled with a one-dimensional unsaturated zone water-flow model: HYDRUS-1D. A driver program is used to effect internal iterative coupling of the surface and subsurface flow models. Flow depths calculated using the surface-flow model are used as Dirichlet boundary conditions for the subsurface-flow model, and infiltration amounts calculated by the subsurface model are in turn used in surface-flow mass balance calculations. The model was tested by using field data collected at the University of Arizona, Yuma Mesa, research farm. The maximum mean absolute difference between field-observed and model-predicted advance is 2min . Applications of the coupled model in improved irrigation management are highlighted. In addition, the significance of the effects of soil moisture redistribution on irrigation water availability to crops and the capability of the coupled model in tracking those changes in soil water status over time are discussed using examples.

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Acknowledgment

The writers are grateful to the USDA-NRI competitive grants program for funding the research reported in this paper.

References

Abbott, M. B., Andersen, J. K., Havno, K., Jemsem, K. H., Kroszynski, U. I., and Warren, I. R. (1982). “Research and development for unsaturated component of the European hydrologic system—Systeme Hydrologique European (SHE).” Engineering applications of computational hydraulics, M. B. Abbott and J. A. Cunge, eds., Pitman, London, 1, 40–70.
Abbott, M. B., Bathurst, J. C., Cunge, J. A., O’Connell, P. E., and Rasmussen, J. (1986). “An introduction to European hydrological system—Systeme Hydrologique European (SHE), SHE 2: Structure of a physically-based distributed modeling system.” J. Hydrol., 87, 61–77.
Bagour, M. H., and Post, D. F. (2001). “Predicting the volumetric water content of irrigated Arizona soils at different soil water potentials.” Proc., 2001 Meetings of the Hydrology Section of the Arizona-Nevada Academy of Science: Hydrology and Water Resources in Arizona and the Southwest, April 14, 2001, Univ. of Nevada, Las Vegas.
Bathurst, J. C., Wicks, J. M., and O’Connell, P. E. (1995). “Chapter 16: The SHE/SHESED basin scale water flow and sediment transport modeling system.” Computer models of watershed hydrology, V. P. Singh, ed., Water Resources, Highlands Ranch, Colo., 563–594.
Bradford, S. F., and Katopodes, N. D. (1998). “Nonhydrostatic model for surface irrigation.” J. Irrig. Drain. Eng., 124(4), 200–212.
Bautista, E., and Wallender, W. W. (1992). “Hydrodynamic furrow irrigation model with specified space steps.” J. Irrig. Drain. Eng., 118(3), 450–465.
Burt, C. M., et al. (1997). “Irrigation performance measures: Efficiency and uniformity.” J. Irrig. Drain. Eng., 123(6), 423–442.
Clemmens, A. J. (1981). “Evaluation of infiltration measurements for border irrigation.” Agric. Water Manage., 3, 251–267.
Clemmens, A. J., Strelkoff, T. S., and Playan, E. (2003). “Field verification of two-dimensional surface irrigation model.” J. Irrig. Drain. Eng., 129(6), 402–411.
Cunge, J. A., Holly, F. M., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman, Marshfield, Mass.
Elliott, R. L., Walker, W. R., and Skogerboe, G. V. (1982). “Zero-inertia modeling of furrow irrigation advance.” J. Irrig. Drain. Div., 108(3), 179–195.
Garcia-Navarro, P., Playan, E., and Zapata, N. (2000). “Solute transport modeling in overland flow applied to fertigation.” J. Irrig. Drain. Eng., 126(1), 33–40.
Katopodes, N. D., and Strelkoff, T. S. (1977a). “Dimensionless solution of border-irrigation advance.” J. Irrig. Drain. Div., 103(4), 401–417.
Katopodes, N. D., and Strelkoff, T. S. (1977b). “Hydrodynamics of border irrigation—Complete model.” J. Irrig. Drain. Div., 103(3), 309–324.
Khanna, M., Malano, H. M., Fenton, J. D., and Turral, H. (2003a). “Two-dimensional simulation model for contour basin layouts in southeast Australia. I: Rectangular basins.” J. Irrig. Drain. Eng., 129(5), 305–316.
Khanna, M., Malano, H. M., Fenton, J. D., and Turral, H. (2003b). “Two-dimensional simulation model for contour basin layouts in southeast Australia. II: Irregular shape and multiple basins.” J. Irrig. Drain. Eng., 129(5), 317–325.
Kostiakov, A. N. (1932). “On the dynamics of the coefficients of water percolation in soils and on the necessity of studying it from a dynamic point of view for purpose of amelioration.” Trans. 6th Comm. Intl. Soc. Soil Sci., Part A, 17–21.
Kutilek, M., and Nielsen, D. R. (1994). Soil hydrology, Catena Verlag, Detedt, Germany.
Morita, M., and Yen, B. C. (2002). “Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows,” J. Hyd. Eng., 128(2), 184–200.
Phillip, J. R. (1957). “The theory of infiltration: 4. Sorptivity and algebraic infiltration equation.” Soil Sci., 84(3), 257–264.
Playan, E., Walker, W. R., and Merkley, G. P. (1994a). “Two-dimensional simulation of basin irrigation. I: Theory.” J. Irrig. Drain. Eng., 120(5), 837–856.
Playan, E., Walker, W. R., and Merkley, G. P. (1994b). “Two-dimensional simulation of basin irrigation. II: Applications.” J. Irrig. Drain. Eng., 120(5), 857–870.
Richards, L. A. (1931). “Capillary conduction of liquids through porous media.” Physics, 1, 318–333.
Roth, R. L. (1975). “Moisture content from a point source.” PhD dissertation, Univ. of Arizona, Dept. of Civil Engineering (available as DA 8315305, University Microfilms, Ann Arbor, Mich.).
Sanchez, C. A., and Zerihun, D. (2000). “Guidelines for improved irrigation practices for citrus grown on the sandy soils of the Yuma Mesa irrigation district.” Rep. submitted to the U. S. Bureau of Reclamation, Yuma Area Office, Yuma, Ariz.
Schaap, M. G. (1999). “The Rosetta software documentation.” U.S. Salinity Laboratory, ⟨http://www.ussl.ars.usda.gov/MODELS/rosetta/rosetta.htm
Schaap, M. G., and Leij, F. J. (1998). “Database related accuracy and uncertainty of pedotransfer functions.” Soil Sci., 163, 765–779.
Scott, R. L., Shuttleworth, W. J., Keefer, T. O., and Warrick, A. W. (2000). “Modeling multiyear observations of soil moisture recharge in the semiarid American Southwest.” Water Resour. Res., 36(8), 2233–2247.
Simunek, J., Hopmans, J. W., van Genuchten, M. T., and Nielsen, D. R. (2000). “Horizontal infiltration revisited using parameter estimation.” Soil Sci., 165(9), 708–717.
Simunek, J., Sejna, M., and van Genuchten, M. T. (1998). “The HYDRUS-1D software package for simulating the movement of water, heat, and multiple solutes in variably saturated media, version 2.0.” U. S. Salinity Laboratory, USDA-ARS, Riverside, Calif.
Strelkoff, T. (1985). “BRDRFLW: A mathematical model of border irrigation.” U. S. Water Conservation Laboratory, USDA-ARS, Phoenix, Ariz.
Strelkoff, T. S., Clemmens, A. J., and Schmidt, B. V. (1998). SRFR v.3.31. Computer program for simulating flow in surface irrigation: Furrows-basins-borders, U.S. Water Conservation Laboratory, USDA-ARS, Phoenix, Ariz.
Strelkoff, T., and Katopodes, N. D. (1977). “Border-irrigation hydraulics with zero inertia.” J. Irrig. Drain Div., 103(3), 325–342.
Strelkoff, T. S., Tamimi, A. H., and Clemmens, A. J. (2003). “Two-dimensional basin flow with irregular bottom configuration.” J. Irrig. Drain. Eng., 129(6), 391–401.
Tabuada, M. A., Rego, Z. J. C., Vachaud, G., and Pereira, L. S. (1995). “Modeling of furrow irrigation advance with two dimensional infiltration.” Agric. Water Manage., 28, 201–221.
Utah State University. (1999). SIRMOD II: Surface irrigation simulation, evaluation and design, user’s guide and technical note, Utah State Univ., Logan, Utah.
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.
Ventrella, D., Mohanty, B. P., Simunek, J., Losavio, N., and van Genuchten, M. T. (2000). “Water and chloride transport in a fine-textured soil: Field experiments and modeling,” Soil Sci., 165(8), 624–631.
Walker, W. R., and Skogerboe, G. V. (1987). “Surface irrigation: Theory and practice.” Prentice-Hall, Englewood Cliffs, N.J.
Zerihun, D., Furman, A., Sanchez, C. A., and Warrick, W. A. (2003). “Calculation of recession in basins and closed-end furrows: Problems and simplified solutions.” Proc., 2nd Int. Conf. on Irrigation and Drainage: Water for a Sustainable World-Limited Resources and Expanding Demand, United States Committee on Irrigation and Drainage, Denver.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 131Issue 2April 2005
Pages: 111 - 128

History

Received: Sep 10, 2003
Accepted: Feb 2, 2004
Published online: Apr 1, 2005
Published in print: Apr 2005

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Authors

Affiliations

Assistant Research Scientist, Dept. of Soil, Water, and Environmental Sciences, 429 Shantz Bldg. 38, Univ. of Arizona, 1200 E. Campus Dr., Tucson, AZ 85721. E-mail: [email protected]
A. Furman
Institute of Soil, Water and Environmental Sciences, ARO-Volcani Center, P.O. Box 6, Bet Dagan 50250, Israel; formerly, Research Associate, Dept. of Hydrology and Water Resources, Univ. of Arizona, Tucson, AZ 85721.
A. W. Warrick
Professor, Dept. of Soil, Water, and Environmental Sciences, 429 Shantz Bldg. 38, Univ. of Arizona, 1200 E. Campus Dr., Tucson, AZ 85721.
C. A. Sanchez
Professor, Dept. of Soil, Water, and Environmental Sciences and Director, Yuma Agricultural Center, Univ. of Arizona, 6425 W. 8th St., Yuma, AZ 85364.

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