TECHNICAL PAPERS
Oct 1, 2004

Comparison of Soil Hydraulic Property Measurement Methods

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 10

Abstract

Unsaturated and saturated soil hydraulic properties were determined and compared for three sandy soils at adjacent field sites. Drying soil–water retention curves were measured on soil specimens using a pressure plate apparatus. Saturated hydraulic conductivities (Ks) were measured with a Guelph permeameter and falling head tests. Parameter optimization was used to simultaneously estimate the drying and wetting soil–water retention and hydraulic conductivity curves from cone permeameter and multistep inflow/outflow data. Ks values from all test methods were within an order of magnitude of each other at each site and, as expected, trended with bulk density. The Guelph permeameter generally yielded the highest Ks values. The soil–water retention curves were similar in shape, except for the cone permeameter curves, which had steeper slopes due to rapid flow of water into the soil. Relative hydraulic conductivity curves were similar in character to the soil–water retention curves. Each method provided important information about the soil hydraulic properties. No one method provided the entire range of information provided by all of the tests combined, and no one method was found to be superior to the others.

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References

1.
American Society for Testing and Materials (ASTM). (1994). “Standard test method for capillary-moisture relationships for coarse- and medium-textured soils by porous-plate method.” D-2325-68, Philadelphia.
2.
Benson, C.H., and Gribb, M.M. ( 1997). “Measuring unsaturated hydraulic conductivity in the laboratory and field.” Proc., Unsaturated Soil Engineering Practice, GSP No. 68, ASCE, Reston, Va., 113–168.
3.
Bohne, R. H., Roth, C., Leij, F. J., and van Genuchten, M. Th. (1993). “Rapid method for estimating the unsaturated hydraulic conductivity from infiltration measurements.” Soil Sci., 155, 237–244.
4.
Bouwer, H. ( 1986). “Intake rate: Cylinder infiltrometer.” Methods of soil analysis., Part ., Physical and mineralogical methods, 2nd Ed., A. Klute, ed. Soil Science Society of America, Inc., Madison, Wis., 825–843.
5.
Brooks, R.H., and Corey, A.T. ( 1964). “Hydraulic properties of porous media.” Hydrology Paper 3, Colorado State Univ., Fort Collins, Colo.
6.
Ciollaro, G., and Romano, N. (1995). “Spatial variability of the soil hydraulic properties of a volcanic soil.” Geoderma, 65, 263–282.
7.
Croney, D., and Coleman, J. D. (1954). “Soil structure in relation to soil suction (pF).” J. Soil Sci., 5(1), 75–84.
8.
Eching, S. O., and Hopmans, J. W. (1993). “Optimization of hydraulic functions from transient outflow and soil water pressure data.” Soil Sci. Soc. Am. J., 57(5), 1167–1175.
9.
Eching, S. O., Hopmans, J. W., and Wendroth, O. (1994). “Unsaturated hydraulic conductivity from transient multistep outflow and soil water pressure data.” Soil Sci. Soc. Am. J., 58, 687–695.
10.
Elrick, D. E., Reynolds, W. D., and Tan, K. A. (1989). “Hydraulic conductivity measurements in the unsaturated zone using improved well analysis.” Ground Water Monit. Rev., 9, 184–193.
11.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J., 31, 533–546.
12.
Gallichand, J., Madramootoo, C. A., Enright, P., and Barrington, S. F. (1990). “An evaluation of the Guelph permeameter for measuring saturated hydraulic conductivity.” Trans. ASAE, 33(4), 1179–1184.
13.
Gardner, W. R. (1958). “Some steady states solutions of the unsaturated moisture flow equation with applications to evaporation from a water table.” Soil Sci., 85(4), 228–232.
14.
Gribb, M. M., Šimůnek, J., and Leonard, M. F. (1998). “Development of cone penetrometer method to determine soil hydraulic properties.” J. Geotech. Geoenviron. Eng., 124(9), 820–829.
15.
Gupta, R. K., Rudra, R. P., Dickinson, W. T., and Wall, G. J. (1994). “Spatial and seasonal variations in hydraulic conductivity in relation to four determination techniques.” Can. Water Resour. J., 19(2), 103–113.
16.
Hillel, D., Krentos, V., and Stylianou, Y. (1972). “Procedure and test of an internal drainage method for measuring soil hydraulic characteristics in-situ.” Soil Sci., 114(5), 395–400.
17.
Hopmans, J.W., Šimůnek, J., Romano, N., and Durner, W. ( 2002). “Inverse methods.” Methods of soil analysis, Soil Science Society of America, Inc., Madison, Wis., 963–1008.
18.
Klute, A., and Dirksen, C. ( 1986). “Hydraulic conductivity and diffusivity: laboratory methods.” Methods of soil analysis. Part ., Physical and mineralogical methods, 2nd Ed., A. Klute, ed., Soil Science Society of America, Inc., Madison, Wis., 687–729.
19.
Kodešová, R., Gribb, M.M., and Šimůnek, J. ( 1999a), “Use of the cone permeameter method to determine soil hydraulic properties.” Proc., Int. Workshop on Characterization and Measurement of the Hydraulic Properties of Unsaturated Porous Media, Part 1, M. Th. van Genuchten, F. J. Leij, and L. Wu, eds., UC-Riverside, Riverside, Calif., 527–539.
20.
Kodešová, R., Gribb, M. M., and Šimůnek, J. (1998a). “Estimating soil hydraulic properties from transient cone permeameter data.” Soil Sci., 163(6), 436–453.
21.
Kodešová, R., Gribb, M.M., and Šimůnek, J., ( 1998b). “A new CPT method for estimating soil hydraulic properties.” Geotechnical Site Characterization, Proc., 1st Int. Conf. on Site Characterization, Vol. 2, P. K. Robertson and P. W. Mayne, eds., A. A. Balkema, Rotterdam, The Netherlands, 1421–1425.
22.
Kodešová, R., Ordway, S. E., Gribb, M. M., and Šimůnek, J. (1999b). “Estimation of soil hydraulic properties with the cone permeameter: field studies.” Soil Sci., 164(8), 527–541.
23.
Kool, J. B., and Parker, J. C. (1987). “Development and evaluation of closed-form expressions for hysteretic soil hydraulic properties.” Water Resour. Res., 23(1), 105–114.
24.
Kool, J. B., Parker, J. C., and van Genuchten, M. T. (1985). “Determining soil hydraulic properties for one-step outflow experiments by parameter estimation. I. Theory and numerical studies.” Soil Sci. Soc. Am. J., 49, 1348–1354.
25.
Lambe, W. T. (1951). “Capillary phenomena in cohesionless soils.” Trans. Am. Soc. Civ. Eng., 116, 401–423.
26.
Lee, D. M., Reynolds, W. D., Elrick, D. E., and Clothier, B. E. (1985). “A comparison of three field methods for measuring saturated hydraulic conductivity.” Can. J. Soil Sci., 65, 563–573.
27.
Leong, E. C., and Rahardjo, H. (1997). “A review on soil-water characteristic curve equations.” J. Geotech. Geoenviron. Eng., 123(12), 1106–1117.
28.
Mohanty, B. P., Kanwar, R. S., and Everts, C. J. (1994). “Comparison of saturated hydraulic conductivity measurement methods for a glacial-till soil.” Soil Sci. Soc. Am. J., 58(3), 672–677.
29.
Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12(3), 513–522.
30.
Nachabe, M. H., and Illangasekare, T. (1994). “Use of tension infiltrometer data with unsaturated hydraulic conductivity models.” Ground Water, 32(6), 1017–1021.
31.
Parker, J. C., Kool, J. B., and van Genuchten, M. T. (1985). “Determining soil hydraulic properties for one-step outflow experiments by parameter estimation. II. Experimental studies.” Soil Sci. Soc. Am. J., 49, 1354–1359.
32.
Perroux, K. M., and White, I. (1988). “Designs for disc permeameters.”Soil Sci. Soc. Am. J., 52, 1205–1215.
33.
Pitts, J.J., Green, F.L., and Gerald, T.R. ( 1974). “Soil survey of Florence and Sumter Counties, South Carolina.” Rep. Prepared for U.S. Dept. of Agriculture, SCS, in cooperation with SC Ag. Exp. St., Washington, D.C.
34.
Reynolds, W.D. ( 1993). “Unsaturated hydraulic conductivity: field measurement.” Soil sampling & methods of analysis, M. R. Carter, ed., Lewis, Boca Raton, Fla., 633–644.
35.
Richards, L. A. (1931). “Capillary conduction of liquids through porous mediums.” Physica (The Hague), 1, 318–33.
36.
Russo, D. (1988). “Determining soil hydraulic properties by parameter estimation: On the selection of a model for the hydraulic properties.” Water Resour. Res., 24(3), 453–459.
37.
Russo, D., Bresler, E., Shani, U., and Parker, J. C. (1991). “Analyses of infiltration events in relation to determining soil hydraulic properties by inverse problem methodology.” Water Resour. Res., 27(6), 1361–1373.
38.
Santini, A., Romano, N., Ciollaro, G., and Comegna, V. (1995). “Evaluation of a laboratory inverse method for determining unsaturated hydraulic properties of a soil under different tillage practice.” Soil Sci., 160, 340–351.
39.
Šimůnek, J., and Hopmans, J.W. ( 2002) “Parameter optimization and nonlinear fitting.” Methods of soil analysis, Soil Science Society of America, Inc., Madison, Wis., 139–157.
40.
Šimůnek, J., Kodešová, R., Gribb, M. M., and van Genuchten, M. T. (1999a). “Estimating hysteresis in the soil water retention function from cone permeameter experiments.” Water Resour. Res., 35(5), 1329–1345.
41.
Šimůnek, J., Sejna, M., and van Genuchten, M.T. ( 1998a), HYDRUS-1D Software package for simulating the one-dimensional movement of water, heat and multiple solutes in variably saturated media, Version 2.0, TPS 70, IGWMC, Colorado School of Mines, Golden, Colo.
42.
Šimůnek, J., Sejna, M., and van Genuchten, M.T. ( 1999b). HYDRUS-2D/MESHGEN: Simulating water flow and solute transport in two-dimensional variably saturated media, Version 2.0, TPS 53, IGWMC, Colo. School of Mines, Golden, Colo.
43.
Šimůnek, J., and van Genuchten, M. T. (1996). “Estimating unsaturated soil hydraulic properties from tension disc infiltrometer data by numerical inversion.” Water Resour. Res., 32(9), 2683–2696.
44.
Šimůnek, J., and van Genuchten, M. T. (1997). “Estimating unsaturated soil hydraulic properties from multiple tension disc infiltrometer data.” Soil Sci., 162(6), 383–398.
45.
Šimůnek, J., Wang, D., Shouse, P. J., and van Genuchten, M. T. (1998c). “Analysis of a field tension disc infiltrometer experiment by parameter estimation.” Int. Agrophys., 12, 167–180.
46.
Šimůnek, J., Wendroth, O., and van Genuchten, M. T. (1998b). “Parameter estimation analysis of the evaporation method for determining soil hydraulic properties.” Soil Sci. Soc. Am. J., 62(4), 894–905.
47.
van Dam, J. C., Stricker, N. M., and Droogers, P. (1992). “Inverse method for determining soil hydraulic functions from one-step outflow experiments.” Soil Sci. Soc. Am. J., 56, 1042–1050.
48.
van Dam, J. C., Stricker, N. M., and Droogers, P. (1994). “Inverse method to determine soil hydraulic functions from multistep outflow experiments.” Soil Sci. Soc. Am. J., 58, 647–652.
49.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
50.
van Genuchten, M.T., Leij, F.J., and Yates, S.R. ( 1991). “The RETC code for quantifying the hydraulic functions of unsaturated soils.” Version 1.0, EPA Rep. No. 600/2-91/065 Prepared for U.S. SL, U.S. Dept. of Agriculture, ARS, Riverside, Calif.
51.
van Genuchten, M. T., and Nielsen, D. R. (1985) “On describing and predicting the hydraulic properties of unsaturated soils.” Ann. Geophys. (Gauthier-Villars, 1983-1985), 3, 616–628.
52.
Vomocil, J.A. ( 1965). “Porosity.” Methods of soil analysis, Part 1, Agron. monogr. 9, C. A. Black, D. D. Evans, J. L. White, L. E. Ensminger, and F. E. Clark, eds., ASA, Madison, Wis.
53.
Wildenschild, D., Jensen, K. H., Hollenbeck, K. J., Illangasekare, T. H., Znidarcic, D., Sonnenberg, T., and Butts, M. B. (1997). “A two-stage procedure for determining unsaturated hydraulic characteristics using a syringe pump and outflow observations.” Soil Sci. Soc. Am. J., 61, 347–359.
54.
Zurmühl, T., and Durner, W. (1998). “Determination of parameters for bimodal hydraulic functions by inverse modeling.” Soil Sci. Soc. Am. J., 62(4), 874–880.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130Issue 10October 2004
Pages: 1084 - 1095

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Published online: Oct 1, 2004
Published in print: Oct 2004

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M. M. Gribb, M.ASCE
Associate Professor, Dept. of Civil Engineering, Boise State Univ., Boise, ID 83725. E-mail: [email protected]
R. Kodesova
Assistant Professor, Dept. of Soil Science and Geology, Czech Univ. of Agriculture, Prague, Czech Republic. E-mail: [email protected]
S. E. Ordway
Formerly, Research Assistant, Dept. of Civil Engineering, Boise State Univ., Boise, ID 83725.

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