General Validity of Conductivity Means in Unsaturated Flow Models
Publication: Journal of Hydrologic Engineering
Volume 11, Issue 6
Abstract
A simple three-point grid test shows that some common and mathematically convenient intergrid hydraulic conductivity means violate the min–max principle for elliptic boundary value problems (steady-state flow). In some cases in models of Richard's equation for three types of homogenous rock matrix and fracture in Yucca Mountain tuff, these violations lead to nonphysical oscillations, eliminating these means as generally valid approaches in such models. These models are used to show that Darcian means and the upstream means have similar RMS errors in water content and flow in convergence to the fine-grid solution. But in the presence of vertical space step discretization error, the Darcian means produce sharper wetting fronts.
Get full access to this article
View all available purchase options and get full access to this article.
References
Baker, D. L. (1994). “Improved algorithms for finite difference modeling of Richard’s equation.” Ph.D. dissertation in Soil Physics, Agronomy Dept., Colorado State Univ., Ft. Collins, Colo. (also available through University Microfilms, Inc.).
Baker, D. L. (1998). “Developing Darcian means in application to Topopah Spring welded volcanic tuff.” Dept. of Energy Supplemental Rep. No. DOE/ER/82329-2, DOE, Washington, D.C.
Baker, D. L. (2000). “A Darcian integral approximation to interblock hydraulic conductivity means in vertical infiltration.” Comput. Geosci., 26(5), 581–590.
Baker, D. L., Arnold, M. E., and Scott, H. D. (1999). “Some analytical and approximate Darcian means.” Ground Water, 37(4), 532–538.
Bodvarsson, G. S., Bandurraga, T. M., and Wu, Y. S., eds. (1997). “The site-scale unsaturated zone model of Yucca Mountain, Nevada, for the viability assessment.” LBNL-40376, Lawrence Berkeley National Laboratory, Berkeley, Calif., ACC: MOL.19971014.0232.
DuChateau, P., and Zachmann, D. W. (1986). Schaum’s outline of theory and problems of partial differential equations, McGraw-Hill, New York.
DuChateau, P., and Zachmann, D. W. (1989). Applied partial differential equations, Harper and Row, New York.
Eaton, R. R., and Bixler, N. E. (1987). “Analysis of multiphase, porous-flow imbibition experiment in fractured volcanic tuff.” Flow and transport through unsaturated fractured rock, D. D. Evans and T. J. Nicholson, eds., American Geophysical Union Monograph 42, pp. 91–97.
Forsyth, P. A., and Kropinski, M. C. (1997). “Monotonicity considerations for saturated-unsaturated subsurface flow.” SIAM J. Sci. Comput. (USA), 18(5), 1328–1354.
Havercamp, R., and Vauclin, M. (1979). “A note on estimating finite difference interblock hydraulic conductivity values for transient unsaturated flow problems.” Water Resour. Res., 15(1), 181–187.
Rossi, C., and Nimmo, J. R. (1994). “Modeling of soil water retention from saturation to oven dryness.” Water Resour. Res., 30(3), 701–708.
Warrick, A. W. (1991). “Numerical approximation of Darcian flow through unsaturated soil.” Water Resour. Res., 27(6), 1215–1222.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Mar 20, 2002
Accepted: Feb 28, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.