TECHNICAL PAPERS
Apr 1, 2008

Simulating Root Water Uptake from a Heterogeneous Vegetative Cover

Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 2

Abstract

A small body of knowledge exists on the root water uptake (RWU) and evapotranspiration in humid environments having a mixture of natural vegetative cover. In this paper, we assess the impacts of atmospheric conditions and land cover on RWU from a natural vegetative cover. An intensive field investigation was carried out to monitor water table fluctuations along two flow transects comprising an upland grass area and a lowland riparian zone. Calibration and validation of the soil hydraulic parameters using the two-dimensional variably saturated ground water flow model, HYDRUS-2D, confirms the reliability of the model to simulate satisfactorily the large-scale daily fluctuation of RWU. Simulation results revealed that the actual RWU during the wet season is about 40% higher than RWU in the dry season due to high water table levels and temperatures prevailing throughout the wet season. Simulation results using HYDRUS-2D, which was modified to accommodate variable surface boundary conditions and heterogeneous root distribution, showed that the RWU from the riparian zone was 38 and 56% higher than RWU from the pasture land during the dry and wet seasons, respectively.

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References

Bedient, P., and Huber, W. C. (2002). Hydrology and flood plain analysis.” 3rd Ed., Prentice-Hall, Englewood Cliffs, N.J.
Carlisle, V. W., Sodek, F., Collins, M. E., Hammond, L. C., and Harris, W. G. (1989). “Characterization data for selected Florida soils, soil survey.” Rep. No. 89-1, Soil Conservation Service, U.S. Dept. of Agriculture, Fla.
Dane, J. H., and Topp, G. C., eds. (2002). Method of soil analysis, Soil Science Society of America, Madison, Wash.
Diodato, D. M. (2000). “Review: HYDRUS-2D, computer spotlights.” Ground Water, 38(1), 10–11.
Dunn, S. M., and Mackay, R. (1995). “Spatial variation in evapotranspiration and the influence of land use on catchment hydrology.” J. Hydrol., 171, 49–73.
Feddes, R. A., Kowalik, P. J., and Zaradny, H. (1978). Simulation of field water use and crop yield, Wiley, New York.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice-Hall, Englewood Cliffs, N.J.
Hanson, R. L. (1991). “Evapotranspiration and drought.” United States geological survey water supply paper No. 2375, Washington, D.C.
Hernandez, T., Nachabe, M., Ross, M., and Obeysekera, J. (2003). “Runoff from variable saturation areas in humid, shallow water table environment.” J. Am. Water Resour. Assoc., 39(7), 75–85.
Hillel, D. (1998). Environmental soil physics, 2nd Ed., Academic, New York.
Lawrence, S. D. (2002). Physical hydrology, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
Marquardt, D. W. (1963). “An algorithm for least-squares estimation of non-linear parameters.” SIAM J. Appl. Math., 11, 431–441.
McWhorter, D. B., and Sunada, D. K. (1985). Groundwater hydrology and hydraulics, Water Resources Publications, Colo.
Meyboom, P. (1967). “Groundwater studies in the Assiniboine River drainage basin. II: Hydrologic characteristics of phreatophytic vegetation in south-central Saskatchewan.” Geological survey Canadian bulletin No. 139.
Nachabe, M., Masek, C., and Obeysekera, J. (2004). “Observations and modeling of profile soil water storage above a shallow water table.” Soil Sci. Soc. Am. J., 68, 719–724.
Nachabe, M., Shah, N., Ross, M., and Vomacka, J. (2005). “Evapotranspiration of two vegetation covers in shallow water table environments.” Soil Sci. Soc. Am. J., 69, 492–499.
Nachabe, M. H. (1995). “Estimating hydraulic conductivity for soils with macropores.” J. Irrig. Drain. Eng., 121(1), 95–102.
Sabeh, D. (2004). “Adapting the Green and Ampt model for air compression and counterflow.” MSc thesis, Univ. of South Florida, Tampa, Fla.
Schaap, M. G., Leij, F. J., and van Genuchten, M. Th. (2001). “Rosetta: A computer program for estimating soil hydraulic parameters with hierarchical pedotransfer functions.” J. Hydraul. Eng., 251, 163–176.
Šimůnek, J., and de Vos, J. A. (1999). “Inverse optimization, calibration and validation of simulation models at the field scale.” Modelling of Transport Process in Soils at Various Scales in Time and Space, J. Feyen and K. Wiyo, eds., Proc., Int. Workshop of EurAgEng’s Field of Interest on Soil and Water, Wageningen Pers, Wageningen, The Netherlands, 431–445.
Šimůnek, 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, International Ground Water Modeling Center, Colorado School of Mines, Golden, Colo.
Šimůnek, J., van Genuchten, M. T., Gribb, M. M., and Hopmans, J. W. (1998). “Parameter estimation of unsaturated soil hydraulic properties from transient flow processes.” Soil Tillage Res., 47, 27–36.
Thompson, D. L. (2003). “Specific yield variability and the evolution of ground water evapotranspiration in humid shallow water table environment.” MSc thesis, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, Fla.
van Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
Vrugt, J. A., Hopmans, J. W., and Šimůnek, J. (2001a). “Calibration of a two-dimensional root water uptake model for a sprinkler-irrigated almond tree.” Soil Sci. Soc. Am. J., 65(4), 1027–1037.
Vrugt, J. A., van Wijk, M. T., Hopmans, J. W., and Šimůnek, J. (2001b). “One-, two-, and three-dimensional root water uptake functions for transient modeling.” Water Resour. Res., 37(10), 2457–2470.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 2April 2008
Pages: 167 - 174

History

Received: May 17, 2006
Accepted: Jan 30, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Authors

Affiliations

M. S. De Silva
Assistant Professor, Dept. of Civil Engineering, Univ. of Ruhuna, Ruhuna, Sri Lanka.
M. H. Nachabe
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620 (corresponding author). E-mail: [email protected]
J. Šimůnek
Professor, Dept. of Environmental Sciences, Univ. of California, Riverside, CA.
R. Carnahan
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.

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