Technical Papers
May 28, 2015

Numerical Procedure for Simulating the Two-Phase Flow in Unsaturated Soils with Hydraulic Hysteresis

Publication: International Journal of Geomechanics
Volume 16, Issue 1

Abstract

When modeling the seepage process in a variably saturated porous medium, it is crucial to properly characterize the effects of hydraulic hysteresis. In this paper, a theoretical model of two-phase flow in porous media is introduced, in which an internal state variable-based model of capillary hysteresis is incorporated. Using this theoretical model, a fully coupled finite-element procedure is developed and implemented into a computer code. The numerical procedure is used to simulate the two-phase flow in the unsaturated soils experiencing various drying/wetting cycles. The simulative results are then compared with the experimental data available in existing literature, showing that the proposed procedure is capable of simulating the two-phase flow processes in the porous media subjected to arbitrary drying/wetting cycles. It is demonstrated that under a nonmonotonic flow condition, the effects of hydraulic hysteresis on the water infiltration and redistribution processes in a soil-column test are significant, and in addition, the effects of air phase cannot be neglected. Noticeably, the proposed procedure can be used to track the hydraulic paths that a soil layer experiences, and hence, the procedure is useful in modeling the water infiltration and moisture redistribution processes in soil layers during a long-term intermittent precipitation event or nonmonotonic underground water-table variation.

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Acknowledgments

This research was supported by National Natural Science Foundation of China (Grant Nos. 11302243 and 11372078) and the Major Program of the National Natural Science Foundation of China (Grant No. 51239010).

References

Basile, A., Ciollaro, G., and Coppola, A. (2003). “Hysteresis in soil water characteristics as a key to interpreting comparisons of laboratory and field measured hydraulic properties.” Water Resour. Res., 39(12), 1355.
Bresler, E., Kemper, W. D., and Hanks, R. J. (1969). “Infiltration, redistribution and subsequent evaporation of water from soil as affected by wetting rate and hysteresis.” Soil Sci. Soc. Am. Proc., 33(6), 832–839.
Brooks, R. H., and Corey, A. T. (1964). “Hydraulic properties of porous media.” Hydrology paper 3, A. T. Corey, R. E. Dils, and V. M. Yevdjevich, eds., Colorado State Univ., Fort Collins, CO.
Celia, M. A., Bouloutas, E. T., and Zarba, R. L. (1990). “A general mass-conservative numerical-solution for the unsaturated flow equation.” Water Resour. Res., 26(7), 1483–1496.
Charbel, N. K., and Miller, G. A. (2012). “Influence of hydraulic hysteresis on the shear strength of unsaturated soils and interfaces.” Geotech. Test. J., 35(1), GTJ103616.
Chen, P., Wei, C. F., Liu, J., and Ma, T. T. (2013). “Strength theory model of unsaturated soils with suction stress concept.” J. Appl. Math., 2013(2013), 1–10.
Chen, P., Wei, C. F., and Ma, T. T. (2014). “Analytical model of soil-water characteristics considering the effect of air entrapment.” Int. J. Geomech., 04014102.
Curtis, A. A., and Watson, K. K. (1984). “Hysteresis affected water movement in scale heterogeneous profiles.” Water Resour. Res., 20(6), 719–726.
Elmaloglou, S., and Diamantopoulos, E. (2009). “Effects of hysteresis on redistribution of soil moisture and deep percolation at continuous and pulse drip irrigation.” Agric. Water Manage., 96(3), 533–538.
Feng, M., and Fredlund, D. G. (1999). “Hysteretic influence associated with thermal conductivity sensor measurements.” Proc., from Theory to the Practice of Unsaturated Soil Mechanics, 52nd Can. Geotech. Conf., Wiley, 651–657.
Fleureau, J. M., Verbrugge, J. C., Huergo, P. J., Correia, A. G., and Kheirbek-Saoud, S. (2002). “Aspects of the behaviour of compacted clayey soils on drying and wetting paths.” Can. Geotech. J., 39(6), 1341–1357.
Gillham, R. W., Klute, A., and Heermann D. F. (1976). “Hydraulic-properties of a porous-medium measurement and empirical representation.” Soil Sci. Soc. Am. J., 40(2), 203–207.
Gillham, R. W., Klute, A., and Heermann, D. F. (1979). “Measurement and numerical-simulation of hysteretic flow in a heterogeneous porous-media.” Soil Sci. Soc. Am. J., 43(6), 1061–1067.
Hamdhan, I., and Schweiger, H. (2013). “Finite element method–based analysis of an unsaturated soil slope subjected to rainfall infiltration.” Int. J. Geomech., 13(5), 653–658.
Hoa, N. T., Gaudu, R., and Thirriot, C. (1977). “Influence of hysteresis effect on transient flows in saturated-unsaturated porous-media.” Water Resour. Res., 13(6), 992–996.
Huang, H. C., Tan, Y. C., Liu, C. W., and Chen, C. H. (2005). “A novel hysteresis model in unsaturated soil.” Hydrol. Processes, 19(8), 1653–1665.
Jang, W. (2005). “Unsteady multiphase flow modeling of in-situ air sparging system in a variably saturated subsurface environment.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Johannesson, B., and Nyman, U. (2010). “A numerical approach for non-linear moisture flow in porous materials with account to sorption hysteresis.” Transp. Porous Media, 84(3), 735–754.
Kool, J. B., and Parker, J. C. (1987). “Development and evaluation of closed-from expressions for hysteretic soil hydraulic properties.” Water Resour. Res., 23(1), 105–114.
Lees, S. J., and Watson, K. K. (1975). “Use of a dependent domain model of hysteresis in numerical soil-water studies.” Water Resour. Res., 11(6), 943–948.
Lehmann, P., Stauffer, F., Hinz, C., Dury, O., and Fluhler, H. (1998). “Effect of hysteresis on water flow in a sand column with a fluctuating capillary fringe.” J. Contam. Hydrol., 33(1–2), 81–100.
Lenhard, R. J., Parker, J. C., and Kaluarachchi, J. J. (1991). “Comparing simulated and experimental hysteretic two-phase transient fluid flow phenomena.” Water Resour. Res., 27(8), 2113–2124.
Likos, W. J., Lu, N., and Godt, J. (2014). “Hysteresis and uncertainty in soil water-retention curve parameters.” J. Geotech. Geoenviron. Eng., 04013050.
Lu, N., Godt, J., and Wu, D. (2010). “A closed-form equation for effective stress in unsaturated soil.” Water Resour. Res., 46, W05515.
Lu, N., and Likos, W. J. (2006). “Suction stress characteristic curve for unsaturated soil.” J. Geotech. Geoenviron. Eng., 131–142.
Maqsoud, A., Bussiere, B., Aubertin, M., and Mbonimpa, M. (2012). “Predicting hysteresis of the water retention curve from basic properties of granular soils.” Geotech. Geol. Eng., 30(5), 1147–1159.
Mualem, Y. (1976). “A new model for predicting hydraulic conductivity of unsaturated porous-media.” Water Resour. Res., 12(3), 513–522.
Mualem, Y. (1984). “A modified dependent-domain theory of hysteresis.” Soil Sci., 137(5), 283–291.
Muraleetharan, K. K., and Wei, C. F. (2001). “U-DYSAC2: Dynamic unsaturated soil analysis code for 2-dimensional problems.” Technical Rep., School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK.
Nuth, M., and Laloui, L. (2008). “Effective stress concept in unsaturated soils: Clarification and validation of a unified framework.” Int. J. Numer. Anal. Methods, 32(7), 771–801.
Perrens, S. J., and Watson, K. K. (1977). “Numerical-analysis of 2-dimensional infiltration and redistribution.” Water Resour. Res., 13(4), 781–790.
Pham, H. Q., Fredlund, D. G., and Barbour, S. L. (2005). “A study of hysteresis models for soil water characteristic curves.” Can. Geotech. J., 42(6), 1548–1568.
Philip, J. R. (1958). “The theory of infiltration: 6.” Soil Sci., 85(5), 278–286.
Poulovassilis, A., and Childs, E. A. (1971). “The hysteresis of pore water: The non-independence of domains.” Soil Sci., 112(5), 301–312.
Ravichandran, N., and Krishnapillai, S. (2013). “Effect of deformation-induced suction in the behavior of unsaturated fine-grained soils using simplified finite-element model.” Int. J. Geomech., 13(5), 483–495.
Rubin, J. (1966). “Theory of rainfall uptake by soils initially drier than their field capacity and its applications.” Water Resour. Res., 2(4), 739–749.
Rubin, J. (1967). “Numerical method for analyzing hysteresis-affected post-infiltration redistribution of soil moisture.” Soil Sci. Soc. Am. Proc., 31(1), 13–20.
Schrefler, B. A., and Zhan, X. Y. (1993). “A fully coupled model for water-flow and air-flow in deformable porous-media.” Water Resour. Res., 29(1), 155–167.
Sun, D. A., Sun, W. J., and Li, X. (2010). “Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation.” Comput. Geotech., 37(5), 678–688.
Tami, D., Rahardjo, H., and Leong, E. C. (2004). “Effects of hysteresis on steady-state infiltration in unsaturated slopes.” J. Geotech. Geoenviron. Eng., 956–967.
Vachaud, G., and Thony, J. L. (1971). “Hysteresis during infiltration and redistribution in a soil column at different initial water contents.” Water Resour. Res., 7(1), 111–127.
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.
Wei, C. F., and Dewoolkar, M. M. (2006). “Formulation of capillary hysteresis with internal state variables.” Water Resour. Res., 42(7), W07405.
Wheeler, S. J., Sharma, R. S., and Buisson, M. S. R. (2003). “Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils.” Géotechnique, 53(1), 41–54.
Yang, C., Sheng, D. C., and Carter, J. P. (2012). “Effect of hydraulic hysteresis on seepage analysis for unsaturated soils.” Comput. Geotech., 41, 36–56.
Zhou, W., and Zhao, L. (2014). “One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions.” Int. J. Geomech., 291–301.

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International Journal of Geomechanics
Volume 16Issue 1February 2016

History

Received: May 18, 2014
Accepted: Feb 19, 2015
Published online: May 28, 2015
Discussion open until: Oct 28, 2015
Published in print: Feb 1, 2016

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Pan Chen, Ph.D. [email protected]
Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, People’s Republic of China (corresponding author). E-mail: [email protected]
Changfu Wei, Ph.D. [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, People’s Republic of China. E-mail: [email protected]

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