Technical Papers
Mar 23, 2017

Simulating Hydraulic Behavior of an Agricultural Drain Based on Experimental Data

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 8

Abstract

Simulation models have been used in a limited fashion to describe and characterize soil water flow in saturated conditions as an approach to optimize drainage design parameters. The dynamic hydraulic behavior of an ideal drain can be characterized by a drain intake resistance factor, solving a two-dimensional equation, including humidity retention functions, by a numerical method based on the finite-element analysis tool, describing time variations of streamline magnitudes and direction, water flow radial velocities, relative soil water content, and pressure head profiles throughout the drainage process. Two drainage pipe extraction areas of 7.85 and 39.47  cm2m1 were simulated, with the drainage system embedded in a homogeneous and isotropic quartz sand under constant and variable discharge conditions. Simulation results indicate that the water entrance resistance factor must be considered in the design of a drainage network because the hydraulic behavior on the agricultural drain depends on its geometric characteristics.

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Acknowledgments

This study was financed by the National Committee for Scientific and Technological Research (CONICYT) and sponsored by the Company Vinilit S.A. Project No. 7813110015.

References

Barry, D., Parlange, J., Sander, G., and Sivaplan, M. (1993). “A class of exact solutions for Richards’ equation.” J. Hydrol., 142(1–4), 29–46.
Bennett, S., Bishop, T., and Vervoort, R. (2013). “Using SWAP to quantify space and time related uncertainty in deep drainage model estimates: A case study from northern NSW, Australia.” Agric. Water Manage., 130, 142–153.
Brook, R. H., and Corey, A. T. (1964). Hydraulic properties of porous media, Colorado State Univ., Fort Collins, CO.
Castanheira, P. J., and Serralheiro, R. P. (2010). “Impact of mole drains on salinity of a vertisoil under irrigation.” Biosyst. Eng., 105(1), 25–33.
Chau, K. (2006). “A review on the integration of artificial intelligence into coastal modeling.” J. Environ. Manage., 80(1), 47–57.
Childs, E. C., and Youngs, E. G. (1958). “The nature of the drain channel as a factor in the design of a land-drainage system.” J. Soil Sci., 9(2), 316–331.
Dierickx, W. (1999). “Non-ideal drains.” Agricultural drainage, R. W. Skaggs and Y. J. Van Schilfgarde, eds., American Society of Agronomy, Madison, WI.
DRAINMOD Version 2.8.1 [Computer software]. Soil and Water Management Research Group, Raleigh, NC.
Filipovic, V., Kochem Mallmannd, F. J., Coquetc, Y., and Simunekea, J. (2014). “Numerical simulation of water flow in tile and mole drainage systems.” Agric. Water Manage., 146, 105–114.
Fipps, G., and Skaggs, R. W. (1986). “Drains as a boundary condition in finite elements.” Water Resour. Res., 22(11), 1613–1621.
Fuentes, C., Zavala, M., and Saucedo, H. (2009). “Relationship between the storage coefficient and the soil-water retention curve in subsurface agricultural drainage systems: Water table drawdown.” J. Irrig. Drain. Eng., 279–285.
Gärdenäs, A., Simunek, J., Jarvis, N., and van Genuchten, M. (2006). “Two-dimensional modelling of preferential water flow and pesticide transport from a tile-drained field.” J. Hydrol., 329(3–4), 647–660.
Ghanbarian-Alavijeh, B., Liaghat, A., Guan-hua, H., and van Genuchten, M. (2010). “Estimation of the van Genuchten soil water retention properties from soil textural data.” Pedosphere, 20(4), 456–465.
Guimarañes, G., et al. (2011). “Analysis of physical quality of soil using the water retention curve: Validity of the S-index.” C. R. Geosci., 343(4), 295–301.
Gurovich, L., and Oyarce, P. (2015). “Modeling agricultural drainage hydraulic nets.” Irrig. Drain. Syst. Eng., 4, 149–158.
Kohler, A., Abbaspour, K. C., Fritsch, M., Van Genuchten, M. Th., and Schulin, R. (2001). “Simulating unsaturated flow and transport in a macroporous soil to tile drains subject to an entrance head: Model development and preliminary evaluation.” J. Hydrol., 254(1–4), 67–81.
Luo, W., Sands, G. R., Youssef, M., Strock, J. S., Song, I., and Canelon, D. (2010). “Modeling the impact of alternative drainage practices in the northern Cor-belt with DRAINMOD-NII.” Agric. Water Manage., 97(3), 389–398.
Mohammadi, M., and Meskini-Vishkaee, F. (2012). “Predicting soil moisture characteristic curves from continuous particle-size distribution data.” Pedosphere, 23(1), 70–80.
Mualem, Y. (1979). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12(3), 513–522.
Negm, L., Youssef, M., Skaggs, R., Chescheir, G., and Jones, J. (2014). “DRAINMOD-DSSAT model for simulating hydrology, soil carbon and nitrogen dynamics, and crop growth for drained crop land.” Agric. Water Manage., 137, 30–45.
Neuman, S. P. (1973). “Saturated-unsaturated seepage by finite elements.” J. Hydraul. Div., 99(12), 2233–2250.
Nieber, J. L., and Feddes, R. A. (1999). “Solutions for combined saturated and unsaturated flow.” Agricultural drainage, R. W. Skaggs and J. van Schilfgaarde, eds., American Society of Agronomy, Madison, WI.
Oyarce, P., Gurovich, L., and Duarte, V. (2016). “Experimental evaluation of agricultural drains.” J. Irrig. Drain. Eng., .
Pachepsky, Y., Timlin, D., and Rawls, W. (2003). “Generalized Richards’ equation to simulate water transport in unsaturated soils.” J. Hydrol., 272(1–4), 3–13.
Richards, L. A. (1931). “Capillary conduction of liquids through porous mediums.” J. Appl. Phys., 1, 318–333.
Shokri, N., and Salvucci, G. D. (2011). “Evaporation from porous media in the presence of a water table.” Vadose Zone J., 10(4), 1309–1318.
Singh, A. (2014a). “Groundwater resources management through the applications of simulation modeling: A review.” Sci. Total Environ., 499, 414–423.
Singh, A. (2014b). “Simulation-optimization modeling for conjunctive water use management.” Agric. Water Manage., 141, 23–29.
Singh, R., and Helmers, M. (2006). “Calibration and validation of DRAINMOD to design subsurface drainage systems for Iowa’s tile landscapes.” Agric. Water Manage., 85(3), 221–232.
Singh, R., Helmers, M. J., Crumpton, W., and Lemke, D. W. (2007). “Predicting effects of drainage water management in Iowás subsurface drained landscapes.” Agric. Water Manage., 92(3), 162–170.
Siyal, A. A., van Genuchten, M., and Skaggs, T. H. (2013). “Solute transport in a loamy soil under subsurface porous clay pipe irrigation.” Agric. Water Manage., 121, 73–80.
Skaggs, R., Youssef, M., Chescheir, G., and Gilliam, J. W. (2005). “Effect of drainage intensity on nitrogen losses from drained lands.” Trans. ASAE, 48(6), 2169–2177.
Tracy, F. T. (2007). “Three-dimensional analytical solutions of Richards’ equation for a box-shaped soil sample with piecewise-constant head boundary conditions on the top.” J. Hydrol., 336(3–4), 391–400.
Turunen, M., Warsta, L., Paasonen-Kivekäs, M., Nurminen, J., and Myllys, M. (2013). “Modeling water balance and effects of different subsurface drainage methods on water outflow components in a clayey agricultural field in boreal conditions.” Agri. Water Manage., 121, 135–148.
USEPA (U.S. Environmental Protection Agency). (1991). “The RETC code for quantifying the hydraulic functions of unsaturated soils.”, Computer Program, Ada, OK.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44(5), 892–898.
van Genuchten, M. Th., and Nielsen, D. R. (1985). “On describing and predicting the hydraulic properties of unsaturated soils.” Ann. Geophys., 3(5), 615–628.
Weill, S., Mouche, E., and Patin, G. (2009). “A generalized Richards equation for surface/subsurface flow modelling.” J. Hydrol., 366(1–4), 9–20.
Xu, X., Huang, G., Sun, C., Pereira, L., and Ramos, T. (2013). “Assessing the effects of water table depth on water use, soil salinity and wheat yield: Searching for a target depth for irrigated areas in the upper Yellow River basin.” Agric. Water Manage., 125, 46–60.
Zaradny, H., and Feddes, R. A. (1979). “Calculation of non-steady flow towards a drain in saturated-unsaturated soil by finite elements.” Agric. Water Manage., 2(1), 37–53.
Zavala, M., Fuentes, C., and Saucedo, H. (2007). “Nonlinear radiation in the Boussinesq equation of agricultural drainage.” J. Hydrol., 332(3–4), 374–380.
Zhang, Z., et al. (2016). “Finite analytic method based on mixed-form Richards’ equation for simulating water flow in vadose zone.” J. Hydrol., 537, 146–156.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 8August 2017

History

Received: Sep 27, 2016
Accepted: Dec 13, 2016
Published online: Mar 23, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 23, 2017

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Affiliations

Patricio Oyarce
Agricultural Engineer, Faculty of Agronomy and Forestry Engineering, Pontificia Universidad Católica de Chile, P.O. Box 30622, Santiago, Chile.
Luis Gurovich [email protected]
Profesor Titular, Faculty of Agronomy and Forestry Engineering, Pontificia Universidad Católica de Chile, P.O. Box 30622, Santiago, Chile (corresponding author). E-mail: [email protected]
Ignacio Calderón
Physics Engineer, Faculty of Physics, Universidad Santiago de Chile, P.O. Box 30622, Santiago, Chile.

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