Technical Papers
Aug 18, 2015

The SRFR 5 Modeling System for Surface Irrigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 142, Issue 1

Abstract

The SRFR program is a modeling system for surface irrigation. It is a central component of WinSRFR, a software package for the hydraulic analysis of surface irrigation systems. SRFR solves simplified versions of the equations of unsteady open channel flow coupled to a user-selected infiltration model. SRFR was reprogrammed using a modern object-oriented architecture with the objective of facilitating its continued development and, thus, the addition of new modeling options and functionalities. The upgraded software is SRFR 5. An important component of the modeling system is the code that manages computational incidents. While the computational methods used by SRFR 5 have been widely tested and are generally robust, calculations are prone to failures due to problems with the solution of the nonlinear finite difference system of equations, discretization problems, and problems with the determination of the appropriate boundary condition at each computational time step. Code that manages computational incidents has been greatly enhanced in SRFR 5. SRFR 5 has undergone systematic testing, partly to fix programming errors, but also to improve computations leading to unacceptable volume balance errors. This article discusses the SRFR 5 modeling system and provides details about its computational methods, architecture, and new features.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge Dr. Theodor (“Fedja”) Strelkoff, who retired as this manuscript was being developed. Dr. Strelkoff was a pioneer in the field of unsteady flow modeling of surface irrigation systems and led the development of the SRFR code and its predecessors over three decades. He also contributed some of the initial ideas for this article.

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.
Clemmens, A. J., and Strelkoff, T. S. (2011). “Zero-inertial recession for kinematic-wave model.” J. Irrig. Drain. Eng., 263–266.
Cunge, J. A., Holly, F. M., Jr., and Verwey, A. (1980). Practical aspects of computation river hydraulics, The Pitman Press, Bath, England.
de Saint Venant, A. J. C. B. (1871). “Théorie du mouvement non-permanente des eaux avec application aux crues des riviéres et à l’introduction des marées dans leur lit.” Compte Rendus, Acad. Sci., 73(148-154), 237–240.
Hayami, S. (1951). “On the propagation of flood waves.”, Disaster Prevention Research Institute, Kyoto Univ., Kyoto, Japan.
Katopodes, N. D., and Strelkoff, T. (1977). “Dimensionless solutions of border irrigation advance.” J. Irrig. Drain. Div., 103(IR4), 401–417.
Lighthill, M. J., and Whitham, G. B. (1955). “On kinematic waves, I. Flood movement in long rivers.” Proc. R. Soc. London, Series A, 229, 281–316.
Lyn, D. A., and Goodwin, P. (1987). “Stability of a general Preissmann scheme.” J. Hydr. Eng., 16–28.
Maheshwari, B. L. (1992). “Suitability of different flow equations and hydraulic resistance parameters for flows in surface irrigation: A review.” Water Resour. Res., 28(8), 2059–2066.
Manning, R. (1889). “On the flow of water in open channels and pipes.” Trans. Inst. Civ. Eng., 20, 161–207.
Ponce, V. M. (1990). “Generalized diffusion wave equation with inertial effects.” Water Res. Res., 26(5), 1099–1101.
Sayre, W. W., and Albertson, M. L. (1961). “Roughness spacing in rigid open channels.” J. Hydr. Div., 87(3), 121–149.
Sivalapan, M., Bates, B. C., and Larsen, J. E. (1997). “A generalized, non-linear, diffusion wave equation: Theoretical development and application.” J. Hydrol., 192(1–4), 1–16.
Strelkoff, T. (1969). “One-dimensional equations of open channel flow.” J. Hydr. Div., 95(HY3), 861–876.
Strelkoff, T. (1985). “BRDRFLW. A mathematical model of border irrigation.” Water Conservation Laboratory, Phoenix.
Strelkoff, T. (1990). “SRFR. A computer program for simulating flow in surface irrigation.”, U.S. Water Conservation Laboratory, ARS-USDA, Phoenix.
Strelkoff, T. (1991). “SRFR:A model of surface irrigation—Version 20.” Irrigation and drainage, W. F. Ritter, ed., ASCE, Honolulu, 676–682.
Strelkoff, T. (1992). “EQSWP: Extended unsteady flow double-sweep equation solver.” J. Hydr. Eng., 735–742.
Strelkoff, T., Clemmens, A. J., and Schmidt, B. V. (2000). “ARS software for simulation and design of surface irrigation.” Proc., 4th Decennial National Irrigation Symp., ASAE, Phoenix, 290–297.
Strelkoff, T., and Katopodes, N. D. (1977a). “Border-irrigation hydraulics with zero inertia.” J. Irrig. Drain. Div., 103(IR3), 325–343.
Strelkoff, T., and Katopodes, N. D. (1977b). “End depth under zero-inertia conditions.” J. Hydr. Eng., 103(HY7), 699–711.
Strelkoff, T. S. (1993). “Flow simulation for surface irrigation design.” Management of irrigation and drainage systems: Integrated perspectives, R. G. Allen, ed., ASCE, Park City, UT, 899–906.
Strelkoff, T. S., and Clemmens, A. J. (2007). “Hydraulics of surface systems.” Design and operation of farm irrigation systems, G. Hoffman and R. G. Evans, eds., American Society of Agricultural and Biological Engineers, St. Joseph, MI.
Strelkoff, T. S., Clemmens, A. J., and Bautista, E. (2009). “Field properties in surface irrigation management and design.” J. Irrig. Drain. Eng., 525–536.
Strelkoff, T. S., Clemmens, A. J., and Bautista, E. (2012). “Shape factors for elements of the infiltration profile in surface irrigation: Generic approach.” J. Irrig. Drain. Eng., 485–488.
Trout, T. (1992). “Furrow flow velocity effect on hydraulic roughness.” J. Irrig. Drain. Eng., 981–987.
USDA-SCS. (1974). “Border irrigation.” National engineering handbook, USDA, Soil Conservation Service, Washington, DC.
Walker, W. R., and Skogerboe, G. V. (1987). Surface irrigation. Theory and practice, Prentice Hall, Englewood Cliffs, NJ.
Zerihun, D., Furman, A., Warrick, A. W., and Sanchez, C. A. (2005). “Coupled surface-subsurface flow Model for improved basin irrigation management.” J. Irrig. Drain. Eng., 111–128.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 142Issue 1January 2016

History

Received: Sep 30, 2014
Accepted: Jun 23, 2015
Published online: Aug 18, 2015
Published in print: Jan 1, 2016
Discussion open until: Jan 18, 2016

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

E. Bautista, A.M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Dept. of Agriculture, Agricultural Research Service (USDA-ARS), U.S. Arid Land Agricultural Research Center, 21881 N. Cardon Ln., Maricopa, AZ 85138 (corresponding author). E-mail: [email protected]
J. L. Schlegel [email protected]
Information Technology Specialist, U.S. Dept. of Agriculture, Agricultural Research Service (USDA-ARS), U.S. Arid Land Agricultural Research Center, 21881 N. Cardon Ln., Maricopa, AZ 85138. E-mail: [email protected]
A. J. Clemmens, M.ASCE [email protected]
Senior Hydraulic Engineer, West Consultants, Inc., 8950 S 52nd St. # 210, Tempe, AZ 85284; formerly, Director, U.S. Dept. of Agriculture, Agricultural Research Service (USDA-ARS), Arid Land Agricultural Research Center, 21881 N. Cardon Ln., Maricopa, AZ 85138. 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