Prediction of Soil Hydraulic Conductivity from Particle-Size Distribution

Hydraulic conductivity is one parameter important for predicting the movement of water and contaminants dissolved in the water through the soil. The hydraulic conductivity is measured on soil samples in the lab and sometimes tests carried out in the field. The hydraulic conductivity has been related to soil particle diameter by a number of investigators. In this study, 25 set of soil samples with sand texture. The results show approximately success in predicting hydraulic conductivity from particle diameters data. The following relationship obtained from multiple linear regressions on data (R2 = 0.52): Where d10, d50 and d60, are the soil particle diameter (mm) that 10%, 50% and 60% of all soil particles are finer (smaller) by weight and Ks, saturated hydraulic conductivity is expressed in m/day. The results of regression analysis showed that d10 play a more significant role with respect to Ks, saturated hydraulic conductivity (m/day), and has been named as the effective parameter in Ks calculation.




References:
[1] Ahuja, L.R., D.K. Cassel, R.R. Bruce, and B.B. Barnes. 1989.
Evaluation of spatial distribution of hydraulic conductivity using
effective porosity data. Soil Science 148, no. 6: 404-411.
[2] Alyamani, M.S. and Z. Sen. 1993. Determination of hydraulic
conductivity from complete grain-size distribution curves. Ground
Water 31, no. 4: 551-555.
[3] Boadu, F. K. 2000. Hydraulic Conductivity of Soils from Grain-Size
Distribution: New Models. Journal of Geotechnical and
Geoenvironmental Engineering.
[4] Carrier, W.D. 2003. Goodbye, Hazen; Hello, Kozeny-Carman. Journal
of Geotechnical and Geoenvironmental Engineering.1054.
[5] Chakraborty, D., A. Chakraborty, P. Santra, R. K. Tomar1, R. N. Garg,
R. N. Sahoo1, S. G. Choudhury, M. Bhavanarayana and N. Kalra. 2006.
Prediction of hydraulic conductivity of soils from particle-size
distribution. Current Science, VOL. 90, NO. 11, 1527-1531.
[6] Cheng, C., and Chen, X. 2007. Evaluation of Methods for Determination
of Hydraulic Properties in an Aquifer- Aquitard System Hydrologically
Connected to River. Hydrogeology Journal. 15: 669-678
[7] Cirpka, O. A.2003. Environmental Fluid Mechanics I: Flow in Natural
Hydrosystems.
[8] Cronican A. E. and M. M. Gribb. 2004. Literature review: Equations for
predicting hydraulic conductivity based on grain-size data. Supplement
to Technical Note entitled: Hydraulic conductivity prediction for sandy
soils. Published in Ground Water, 42(3):459-464.
[9] Freeze, R. A., and Cherry, J. A. 1979. Groundwater. Prentice Hall Inc.,
Englewood Cliffs, New Jersey.
[10] Han, H., D. Gimenez, L. Lilly. 2008. Textural averages of saturated soil
hydraulic conductivity predicted from water retention data. Geoderma,
146:121-128.
[11] Hazen, A. 1892. Some physical properties of sands and gravels.
Massachusetts State Board of Health, Annual Report, 539-556.
[12] Jabro, J.D. 1992. Estimation of saturated hydraulic conductivity of soils
from particle size distribution and bulk density data. Journal of the
American Society of Agricultural Engineers 35, no. 2: 557-560.
[13] Jadczyszyn, J. and J. Nied┼©wiecki. 2005. Relation of Saturated
Hydraulic Conductivity to Soil Losses. Polish Journal of Environmental
Studies Vol. 14, No 4, 431-435.
[14] Lebron, I., M.G. Schaap, and D.L. Suarez. 1999. Saturated hydraulic
conductivity prediction from microscopic pore geometry measurements
and neural network analysis. Water Resources Research 35, no. 10:
3149-3158.
[15] Mallants D., Jaques D., Tseng P. H., Van Genuchten M. Th., Feyen J.
1997. Comparison of three hydraulic property measurement methods. J.
Hydrol. 199, 295.
[16] Mualem, Y., 1976. A new model for predicting the hydraulic
conductivity of unsaturated porous media. Water Resour. Res., 12, 593-
622.
[17] Puckett, W.E., J.H. Dane, and B.F. Hajek. 1985. Physical and
mineralogical data to determine soil hydraulic properties. Soil Science
Society of America Journal 49, no. 4:831-836.
[18] Rawls, W.J. and D.L. Brakensiek. 1989. Estimation of soil water
retention and hydraulic properties. Unsaturated flow in Hydrologic
Modeling Theory and Practice, ed. H. J.
[19] Shao, M. and Robert, H., 1998. Integral method of soil hydraulic
properties. Soil Sci. Soc. Am. J., 62, 585-592.
[20] Shepherd, R.G. 1989. Correlations of Permeability and Grain Size.
Ground Water 27, no. 5: 633-638.
[21] Sperry, J.M. and J.J. Peirce. 1995. A Model for Estimating the Hydraulic
Conductivity of Granular Material Based on Grain Shape, Grain Size,
and Porosity. Ground Water 33, no. 6: 892-898.
[22] Todd, D. K., and Mays, L.W. 2005.Groundwater Hydrology. John
Wiley & Sons, New York.
[23] Tyler, S. W. and Wheatcraft, S. W., 1989. Application of fractal
mathematics to soil water retention estimation. Soil Sci. Soc. Am. J., 53,
987-996.
[24] Uma, K.O., B.C.E. Egboka, and K.M. Onuoha. 1989. New statistical
grain-size method for evaluating the hydraulic conductivity of sandy
aquifers. Journal of Hydrology 108, 343-366.
[25] Van Dam J. C., Stricker, J. N. M. and Droogers, P., 1992. Inverse
method for determining soil hydraulic function from one-step outflow
experiments. Soil Sci. Soc. Am. J., 56, 1042-1050.
[26] 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.
[27] Van Genuchten, M. Th. and Leji, F., 1989. On estimating the hydraulic
properties of unsaturated soils. In Proceedings of the International
Workshop on Indirect Method of Estimating Hydraulic Properties of
Unsaturated Soils (eds van Genuchten, M. Th. et al.), 11-13 October,
US Salinity Laboratory and Department of Soil and Environmental
Science, Univ. of California, Riverside, 1992, pp. 1-14.
[28] Vukovic, M., and Soro, A. 1992. Determination of Hydraulic
Conductivity of Porous Media from Grain-Size Composition. Water
Resources Publications, Littleton, Colorado.
[29] Udong, J. 2007. Evaluation of Empirical Formulae for Determination of
Hydraulic Conductivity based on Grain-Size Analysis. Journal of
American Science, 3(3), 54-60.