TECHNICAL PAPERS
Apr 1, 2009

Estimation of Soil and Crop Hydraulic Properties

Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 5

Abstract

Some two dozen methods for estimating infiltration and roughness parameters from field measurements of test irrigations are reviewed in this paper. They differ in their assumptions, ease of analysis, quantity of field data required, and accuracy. They are divided into two broad categories, depending upon the basic approach to determine infiltration. One features direct application of mass conservation, expressed in terms of the infiltration parameters and then inverted in some way in order to extract those parameters. The other involves repeated simulation with a sequence of values of the infiltration parameters, coupled to some kind of search procedure—an optimization—to minimize differences between simulation and measurement. A new one-point technique is proposed, along with suggestions for extending existing methods.

Get full access to this article

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

References

Abramowitz, M., and Stegun, I. A., eds. (1964). Handbook of mathematical functions, U.S. Government Printing Office, Washington, D.C.
Alvarez, J. A. R. (2003). “Estimation of advance and infiltration equations in furrow irrigation for untested discharges.” Agric. Water Manage., 60(3), 227–239.
Azevedo, C. A. V. (1992). “Real-time simulation of the inverse furrow advance problem.” Ph.D. dissertation, Utah State Univ., Logan, Utah.
Bartholomew-Biggs, M. C. (1977). “The estimation of the Hessian matrix in nonlinear least squares problems with non-zero residuals.” Math. Program., 12, 67–80.
Bautista, E., Clemmens, A. J., Strelkoff, T. S., and Schlegel, J. L. (2009). “Modern analysis of surface irrigation systems with WinSRFR.” Agric. Water Manage., 96, 1146–1154.
Bautista, E., and Wallender, W. W. (1993). “Identification of furrow intake parameters from advance times and rates.” J. Irrig. Drain. Eng., 119(2), 295–311.
Bouwer, H. (1957). “Infiltration patterns for surface irrigation.” Agric. Eng., 38(9), 662–664.
Christiansen, J. E., Bishop, A. A., Kiefer, F. W., Jr., and Fok, Y. S. (1966). “Evaluation of intake rate constants as related to advance of water in surface irrigation.” Trans. ASAE, 9(5), 671–674.
Clemmens, A. J. (1981). “Evaluation of infiltration measurements for border irrigation.” Agric. Water Manage., 3, 251–267.
Clemmens, A. J. (1982). “Evaluating infiltration for border irrigation models.” Agric. Water Manage., 5, 159–170.
Clemmens, A. J. (1991). “Direct solution to surface irrigation advance inverse problem.” J. Irrig. Drain. Eng., 117(4), 578–594.
Clemmens, A. J., Eisenhauer, D. E., and Maheshwari, B. L. (2001). “Infiltration and roughness equations for surface irrigation: How form influences estimation.” Proc., 2001 ASAE Annual Int. Meeting, ASAE, St. Joseph, Mich., Paper No. 01-2255.
Clemmens, A. J., and Keats, J. B. (1992a). “Bayesian inference for feedback control. I: Theory.” J. Irrig. Drain. Eng., 118(3), 397–415.
Clemmens, A. J., and Keats, J. B. (1992b). “Bayesian inference for feedback control. II: Surface irrigation example.” J. Irrig. Drain. Eng., 118(3), 416–432.
Courant, R. (1937). Differential and Integral Calculus, Vol I, Interscience, New York.
DeTar, W. R. (1989). “Infiltration function from furrow stream advance.” J. Irrig. Drain. Eng., 115(4), 722–730.
Draper, N. T., and Smith, H. (1981). Applied regression analysis, 2nd Ed., Wiley, New York.
Elliott, R. L., and Walker, W. R. (1982). “Field evaluation of furrow infiltration and advance functions.” Trans. ASAE, 25, 396–400.
Esfandiari, M., and Maheshwari, B. L. (1997a). “Application of the optimization method for estimating infiltration characteristics in furrow irrigation and its comparison with other methods.” Agric. Water Manage., 34, 169–185.
Esfandiari, M., and Maheshwari, B. L. (1997b). “Field values of the shape factor for estimating surface storage in furrows on a clay soil.” Irrig. Sci., 17, 157–161.
Fangmeier, D. D., and Ramsey, M. K. (1978). “Intake characteristics of irrigation furrows.” Trans. ASAE, 21(4), 696–700, 705.
Finkel, H. J., and Nir, D. (1960). “Determining infiltration rates in irrigation borders.” J. Geophys. Res., 65, 2125–2131.
Fletcher, R. (1980). “Practical methods of optimization.” Unconstrained optimization, Vol. 1, Wiley, New York.
Gill, P., Murray, W., and Wright, M. (1981). Practical optimization, Academic Press, New York.
Gilley, J. R. (1968). “Intake function and border irrigation.” MS thesis, Colorado State Univ., Fort Collins, Colo.
Gillies, M. H., and Smith, R. J. (2005). “Infiltration parameters from surface irrigation advance and run-off data.” Irrig. Sci., 24, 25–35.
Gillies, M. H., Smith, R. J., and Raine, S. R. (2007). “Accounting for temporal inflow variation in the inverse solution for infiltration in surface irrigation.” Irrig. Sci., 25, 87–97.
Hall, W. A. (1956). “Estimating irrigation border flow.” Agric. Eng., 37(April), 263–265.
Hart, W. E., Bassett, D. L., and Strelkoff, T. S. (1968). “Surface irrigation hydraulics—Kinematics.” J. Irrig. Drain. Eng., 94, 419–440.
Kahaner, D., Moler, C., and Nash, S. (1989). Numerical methods and software, Prentice-Hall, Englewood Cliffs, N.J.
Katopodes, N. D. (1990). “Observability of surface irrigation advance.” J. Irrig. Drain. Eng., 116(5), 656–675.
Katopodes, N. D., Tang, J. H., and Clemmens, A. J. (1990). “Estimation of surface irrigation parameters.” J. Irrig. Drain. Eng., 116(5), 676–695.
Kiefer, F. W. (1959). “Average depth of absorbed water in surface irrigation.” Civil Engineering Dept., Utah State Univ., Logan Utah.
Kostiakov, A. N. (1932). “On the dynamics of the coefficient of water percolation is oils and on the necessity for studying it from a dynamic point of view for purposes of amelioration.” Transactions of the Sixth Commission of the International Society of Soil Science, Russian Part, Vol. A, 17–21 (in English).
Langat, P. K., Raine, S. R., and Smith, R. J. (2007). “Errors in predicting furrow irrigation performance using single measures of infiltration.” Irrig. Sci., 25, 339–349.
Leon, A. (1966). “A comparison among eight known optimization procedures.” Recent advances in optimization techniques, A. Lavi and T. P. Vogl, eds., Wiley, New York, 23–42.
Lewis, M. R., and Milne, W. E. (1938). “Analysis of border irrigation.” Agric. Eng., 19(June), 267–272.
Ley, T. W. (1978). “Sensitivity of furrow irrigation performance to field and operation variables.” MSc thesis, Department of Agricultural and Chemical Engineering, Colorado State University, Fort Collins, Colo., 174.
Maheshwari, B. L., Turner, A. K., McMahon, T. A., and Campbell, B. J. (1988). “An optimization technique for estimating infiltration characteristics in border irrigation.” Agric. Water Manage., 13(1), 13–24.
Mailhol, J. -C., and Gonzalez, J. -M. (1993). “Furrow irrigation model for real-time application on cracking soils.” J. Irrig. Drain. Eng., 119(5), 768–783.
Merriam, J. L. (1971). “Adjusting cylinder infiltrometer data for field use.” Meeting paper No. 71–73, ASAE, St. Joseph, Mich.
Merriam, J. L., and Clemmens, A. J. (1985). “Time rated infiltrated depth families.” Proc., Development and Management Aspects of Irrigation and Drainage, Specialty Conf., Irrigation and Drainage Div., ASCE, New York, 67–74.
Monro, J. C. (1971). “Direct search optimization in mathematical modelling and a watershed model application.” Rep. Prepared for Office of Hydrology, NOAA Technical Memo, NWS/Hydro-12, U.S. Dept. of Commerce, Office of Hydrology, Silver Spring, Md, 99.
Monserrat, J. (1994). “Solucion al Problema inverso del riego por tablares mediante un modelo hidrologico mixto [Solution of the border irrigation inverse problem by a mixed hydrological model].” Ph.D. thesis, Escuela Tecnica Superior de Ingenieria Agraria, Universidad de LLeida, Lleida, Spain (in Spanish).
Monserrat, J., and Barragan, J. (1998). “Estimation of the surface volume in hydrological models for border irrigation.” J. Irrig. Drain. Eng., 124(5), 238–247.
NRCS/USDA (SCS). (1984). National engineering handbook, Chapter 5, USDA, Soil Conservation Service, Washington, D.C., Chapter 5, 5-1–5-96.
Philip, J. R. (1958). “The theory of infiltration: 6. Effect of water depth over soil.” Soil Sci., 85, 278–286.
Philip, J. R. (1969). “Theory of infiltration.” Advances in hydroscience, V. T. Chow, ed., Academic, New York, 215–296.
Playán, E., and García-Navarro, P. (1997). “Radial flow modeling for estimating level-basin irrigation parameters.” J. Irrig. Drain. Eng., 123(4), 229–237.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1988). Numerical recipes in C, Cambridge University Press, Cambridge, U.K.
Press, W. H., Teukolsky, S. A., Vetterling, W. T., and Flannery, B. P. (1992). Numerical recipes in FORTRAN—The art of scientific computing, 2nd Ed., Cambridge University Press, Cambridge, U.K.
Roth, R. L., Fonken, D. W., Fangmeier, D. D., and Atchison, K. T. (1974). “Data for border irrigation models.” Trans. ASAE, 17(1), 157–161.
Scaloppi, E. J., Merkeley, G. P., and Willardson, L. S. (1995). “Intake parameters from advance and wetting phases of surface irrigation.” J. Irrig. Drain. Eng., 121(1), 57–70.
Shepard, J. S., Wallender, W. W., and Hopmans, J. W. (1993). “One-point method for estimating furrow infiltration.” Trans. ASAE, 36(2), 395–404.
Smerdon, E. T., Blair, A. W., and Reddell, D. L. (1988). “Infiltration from irrigation advance data I: Theory.” J. Irrig. Drain. Eng., 114(1), 4–17.
Strelkoff, T. (1990). “SRFR: A computer program for simulating flow in surface irrigation: Furrows-basins-borders.” WCL Rep. No. 17, Water Conservation Laboratory, Phoenix.
Strelkoff, T. S. (1992). “EQSWP: Extended unsteady-flow double-sweep equation solver.” J. Hydraul. Eng., 118(5), 735–742.
Strelkoff, T. S., Bautista, E., and Clemmens, A. J. (2003). “Errors inherent in simplified infiltration parameter estimation.” Proc., Second Int. Conf. on Irrigation and Drainage, U.S. Committee on Irrigation and Drainage, Denvor, Colo., 735–745.
Strelkoff, T. S., and Clemmens, A. J. (2001). “Data-driven organization of field methods for estimation of soil and crop hydraulic properties.” Paper No. 01-2256, ASAE, St. Joseph, Mich.
Strelkoff, T. S., Clemmens, A. J., and Bautista, E. (2009). “Field properties in surface irrigation management and design.” J. Irrig. Drain. Eng., 135, 1–12.
Strelkoff, T. S., Clemmens, A. J., El-Ansary, M., and Awad, M. (1999). “Surface-irrigation evaluation models: Application to level basins in Egypt.” Trans. ASAE, 42(4), 1027–1036.
Strelkoff, T. S., and Katopodes, N. D. (1977). “Border-irrigation hydraulics with zero inertia.” J. Irrig. Drain. Div., 103(3), 325–342.
Valiantzas, J. D. (1994). “Simple method for identification of border infiltration and roughness characteristics.” J. Irrig. Drain. Eng., 120(2), 233–249.
Valiantzas, J. D., Aggelides, S., and Sassalou, A. (2001). “Furrow infiltration estimation from time to a single advance point.” Agric. Water Manage., 52, 17–32.
Walker, W. R. (2004). “SIRMOD—Surface irrigation simulation, evaluation, and design. Guide and technical documentation.” Report Prepared Biological and Irrigation Engineering, Utah State Univ., Logan, Utah.
Walker, W. R. (2005). “Multi-level calibration of furrow infiltration and roughness.” J. Irrig. Drain. Eng., 131(2), 129–136.
Walker, W. R., and Busman, J. D. (1990). “Real-time estimation of furrow infiltration.” J. Irrig. Drain. Eng., 116(3), 299–318.
Walker, W. R., and Humpherys, A. S. (1983). “Kinematic-wave furrow irrigation model. ” J. Irrig. Drain. Eng., 109(4), 377–392.
Walker, W. R., and Skogerboe, G. V. (1987). Surface irrigation theory and practice, Prentice-Hall, Englewood Cliffs, N.J.
Yost, S. A., and Katopodes, N. D. (1998). “Global identification of surface irrigation parameters.” J. Irrig. Drain. Eng., 124(3), 131–139.
Zerihun, D., Sanchez, C. A., and Farrell-Poe, K. L. (2004). “Modified two-point method for closed-end level-bed furrows.” Proc., 2004 World Water and Environmental Resources Congress, ASCE, Reston, Va.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 135Issue 5October 2009
Pages: 537 - 555

History

Received: Aug 1, 2008
Accepted: Mar 29, 2009
Published online: Apr 1, 2009
Published in print: Oct 2009

Permissions

Request permissions for this article.

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 85238 (corresponding author). E-mail: [email protected]
Albert J. Clemmens, M.ASCE [email protected]
Research Hydraulic Engineer, Center Director, U.S. Arid Land Agricultural Research Center, USDA-ARS, 21881 N. Cardon Ln., Maricopa, AZ 85238. E-mail: [email protected]
Eduardo Bautista, M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Arid Land Agricultural Research Center, USDA-ARS, 21881 N. Cardon Ln., Maricopa, AZ 85238. 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