By C.T. Miller, M.W. Farthing, G.F. Pinder, W.G. Gray

The XV overseas convention on Computational equipment in Water assets (CMWR XV) was once held in Chapel Hill, North Carolina, 13-17 June 2004. The convention was once backed through the dept of Environmental Sciences and Engineering, college of Public future health, The collage of North Carolina at Chapel Hill. This two-volume set represents the reviewed and edited lawsuits of this assembly, together with 156 papers. additionally, many posters have been offered on the assembly, which aren't integrated during this formal written record.

These collective works comprise contributions by means of some of the best water assets examine teams from worldwide. extensive in scope, those papers handle quite a few points of water assets platforms, starting from the microscale to the sector scale and from the very basic to the main compelling and significant of purposes. almost all significant sessions of numerical tools for water assets difficulties are represented in those lawsuits, from the evolution of conventional ways to the newest in tools of modern invention. As has been conventional at prior CMWR conferences, subsurface hydrology, land floor hydrology, and floor water hydrology are good represented.

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Extra resources for Computational Methods in Water Resources, Part 2: Proceedings of the 15th International Conference on Computational Methods in Water ... Hill, NC, USA

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G. A. J. Dussek, Proc. 5 th Intl Mine Water Congress, UK, 2 (1994) 543. 7. R. L. , 1997. Proc. 6 th Intl Mine Water Ass. Congress Slovenia, 2 (1997) 353. 8. R. A. Sudicky, J. Contain. Hydrol. 23 (1996) 1. 9. A. A. Unger and S. Lacombe, Water Resources Res. 31 (1995) 411. 10. R. A. Sudicky, Adv. Water Resources 24 (2001) 195. 11. Y. Lucas et L. Vaute, Rapport BRGM/RP-51132-France, 2001. 12. P. Collon, R. Fabriol et L. Vaute, Rapport BRGM/RP-50456-France, 2000. 13. S. Lanini et R. Fabriol, Rapport BRGM/RP-50154-France, 2000.

A. Sudicky, J. Contain. Hydrol. 23 (1996) 1. 9. A. A. Unger and S. Lacombe, Water Resources Res. 31 (1995) 411. 10. R. A. Sudicky, Adv. Water Resources 24 (2001) 195. 11. Y. Lucas et L. Vaute, Rapport BRGM/RP-51132-France, 2001. 12. P. Collon, R. Fabriol et L. Vaute, Rapport BRGM/RP-50456-France, 2000. 13. S. Lanini et R. Fabriol, Rapport BRGM/RP-50154-France, 2000. 991 N u m e r i c a l s i m u l a t i o n of r a d i o n u c l i d e t r a n s p o r t in u n s a t u r a t e d heterogeneous porous media J.

The value of u . nloa on y = 0 has to be specified. We present the results of numerical simulations for a domain having 16 m x 32 m discretized by a 64 x 128 computational grid. The simulations reported uses homogeneous and heterogeneous permeability fields. Initially the computational domain contains 20% water and 80% air. 035 10 -6 cm/s from the top. 00123 g/cm 3, water density p ~ - l . 2 and water residual saturation s ~ = 0 . 0 7 1 6 . The expressions of the relative permeability function for air and water can be found in [12].

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