TECHNICAL PAPERS
Mar 1, 1994

Agroforestry Drainage Management Model. II: Field Water Flow

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Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 2

Abstract

Part I of this paper presented a two‐dimensional dynamic finite‐element model of fluid flow and solute transport in root‐soil profiles with different root‐uptake mechanisms. Field data collected in 1989 were used to validate the model. The present paper presents further validation and application of the numerical solution of Richard's equation against the field data collected from an agroforestry demonstration site for sustainable agriculture during the 1990 irrigation season. The site is tile‐drained, isolated from the surroundings by interceptor drains, planted with six‐year‐old Eucalyptus camaldulensis (red gum) over an area of shallow ground water, and irrigated by a furrow system. Computer simulations were made for 220 dayas to evaluate the irrigation management. In comparing the measured with the numerically predicted volumetric moisture content in the soil profile and pressure head, the values were well correlated in space and time (r=0.82-0.94). Therefore, the model can be used to provide management guidelines for subsurface drainage in agroforestry systems.

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References

1.
“A management plan for agricultural subsurface drainage and related problems on the Westside San Joaquin Valley.” (1990). Final Rep., Calif. Resour. Agency, Sacramento, Calif.
2.
Davis, L. A., and Neuman, S. P. (1983). “Documentation and users guide: UNSAT2‐variably saturated flow model.” Rep. NRC FIN B7361, Div. of Waste Mgmt. Office of Nuclear Mat. Safety and Safeguards, U.S. Nuclear Regulatory Commission, Washington, D.C.
3.
Feddes, R. A., Newman, S. P., and Bresler, E. (1975). “Finite element analysis of two‐dimensional flow in soil considering water uptake by roots: II. field applications.” Proc., Soil Sci. Am., 39, 231–237.
4.
Gupta, S. K., Tanji, K. K., and Luthin, J. N. (1975). “A three‐dimensional finite element ground water model.” Final Rep. Prepared for Water Resources Center, Univ. of Calif., Los Angeles, CA.
5.
Gureghian, A. B., and Youngs, E. G. (1975). “The calculation of steady‐state water table heights in drained soil by means of the finite element method.” J. Hydrol., 27, 15–32.
6.
Karajeh, F. F. (1991). “A numerical model for management of subsurface drainage in agroforestry system,” PhD thesis, University of California, Davis, Calif.
7.
Karajeh, F. F., Tanji, K. K., and King, I. P. (1994). “Agroforestry drainage management model. I: theory and validation.” J. Irrig. and Drain. Engrg., ASCE, 120(2), 363–381.
8.
Mariño, M. A., and Tracy, J. C. (1988). “Flow of water through root‐soil environment.” J. Irrig. and Drain. Engrg., ASCE, 114(4), 588–604.
9.
Neuman, S. P. (1973). “Saturated‐unsaturated seepage by finite elements.” J. Hydraul. Div., ASCE, 99(12), 2233–2250.
10.
Mour el‐Din, M. M. (1986). “A finite element model for salinity management in irrigated soils,” PhD thesis, University of California, Davis, Calif.
11.
Nour el‐Din, M. M., King, I. P., and Tanji, K. K. (1987a). “Salinity management model. I: Development.” J. Irrig. and Drain. Engrg., ASCE, 113(4), 440–453.
12.
Nour el‐Din, M. M., King, I. P., and Tanji, K. K. (1987b). “Salinity management model. II: 1‐ and 2‐D applications.” J. Irrig. and Drain. Engrg., ASCE, 113(4), 454–468.
13.
Tanji, K. K., and Karajeh, F. F. (1993). “Saline drainwater reuse in agroforestry systems.” J. Irrig. and Drain. Engrg., ASCE, 119(1), 170–180.
14.
Tanji, K. K., Karajeh, F. F., and Quek, A. (1990). “Agroforestry demonstration project: water and salt balance study.” Progress Rep. Prepared for California Department of Food and Agriculture, Sacramento, Calif.
15.
van Genuchten, M. Th. (1980). “A closed‐form equation for predicting the hydraulic conductivity of unsaturated soil.” J. Soil Soc. Amer., 44, 892–898.
16.
Zienkiewicz, O. C., and Chenny, Y. K. (1967). The finite element method in structural and continuum mechanics. McGraw‐Hill, New York, N.Y.
17.
Zienkiewicz, O. C., and Parekh, C. J. (1970). “Transient field problem: two‐dimensional and three‐dimensional analysis by isoparametric finite elements.” Int. J. Numer. Meth. Eng., 2, 61–71.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 2March 1994
Pages: 382 - 396

History

Received: May 24, 1993
Published online: Mar 1, 1994
Published in print: Mar 1994

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Authors

Affiliations

F. F. Karajeh, Associate Member, ASCE
Postdoctoral Res., Hydrologic Sci. Sect., Dept. of Land, Air & Water Resour., Univ. of California, Davis, CA 95616‐8628
K. K. Tanji, Affiliate Member, ASCE
Prof. of Water Sci., Hydrologic Sci. Sect., Dept. of Land, Air & Water Resour., Univ. of California, Davis

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