Technical Notes
Aug 26, 2011

Shape Factors for Elements of the Infiltration Profile in Surface Irrigation: Generic Approach

Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 5

Abstract

Advanced mathematical models of surface irrigation use the equations of motion applied to a series of cells comprising the surface stream and an infiltration profile. In the simulation, a mass balance must be preserved among the inflow, surface stream, infiltrated profile, and runoff volumes. The shapes of the profiles are not known a priori, yet the curvature of the element boundaries influences the calculation of the volume contained therein, especially near the front of the irrigation stream. This paper presents a focus on the shape of the subsurface volume elements comprising the infiltration profile. Previous calculations of shape factors documenting departures from assumed first-order approximations (trapezoidal shapes) have been on the basis of empirical equations selected to describe infiltration as a function of wetting time. Modern simulations are not always on the basis of empirical formulas but increasingly rely on solutions of physically based approaches, such as the Green-Ampt or Richard's equation. These solutions provide only tabulated values of infiltration and infiltration rates along the profile. The proposed generic approach calculates shape factors for each cell of the profile on the basis of the calculated change in infiltration rates on the two sides of the cell.

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References

Bautista, E., Clemmens, A. J., Strelkoff, T. S., and Schlegel, J. (2009). “Modern analysis of surface irrigation systems with WinSRFR.” Agric. Water Manage., 96(7), 1146–1154.AWMADF
Clemmens, A. J. (1982). “Evaluating infiltration for border irrigation models.” Agric. Water Manage., 5(2), 159–170.AWMADF
Clemmens, A. J., and Bautista, E. (2009). “Toward physically-based estimation of surface irrigation infiltration.” J. Irrig. Drain. Eng., 135(5), 588–596.JIDEDH
Šimunek, J., Šejna, M., and van Genuchten, M. Th.(1999). “The HYDRUS-2D software package for simulating two-dimensional movement of water, heat, and multiple solutes in variably saturated media: Version 2.0.” IGWMC-TPS-53, Int. Ground Water Modeling Center, Colorado School of Mines, Golden, CO.
Walker, W. R. (2004). “SIRMOD: Surface irrigation simulation, evaluation, and design parent guide and technical documentation.” Rep. prepared for Biological and Irrigation Engineering, Utah State Univ., Logan, UT.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 138Issue 5May 2012
Pages: 485 - 488

History

Received: Sep 29, 2010
Accepted: Aug 24, 2011
Published online: Aug 26, 2011
Published in print: May 1, 2012

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Authors

Affiliations

Theodor S. Strelkoff, M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Arid Land Agricultural Research Center, USDA-ARS, 21881 N. Cardon Ln., Maricopa, AZ 85138 (corresponding author). E-mail: [email protected]
Albert J. Clemmens, M.ASCE [email protected]
Senior Hydraulic Engineer, WEST Consultants, Inc. 8950 So. 52nd St. Suite 210, Tempe, AZ 85284. E-mail: [email protected]
Eduardo Bautista, A.M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Arid Land Agricultural Research Center, USDA-ARS, 21881 N. Cardon Ln., Maricopa, AZ 85138. E-mail: [email protected]

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