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By Cass Timothy Miller

The XV overseas convention on Computational tools in Water assets (CMWR XV) was once held in Chapel Hill, North Carolina, 13-17 June 2004. The convention used to be subsidized via the dept of Environmental Sciences and Engineering, college of Public wellbeing and fitness, The college of North Carolina at Chapel Hill. This two-volume set represents the reviewed and edited court cases of this assembly, together with 156 papers. moreover, many posters have been awarded on the assembly, which aren't incorporated during this formal written record.These collective works comprise contributions by means of some of the major water assets learn teams from world wide. extensive in scope, those papers tackle quite a few facets of water assets platforms, starting from the microscale to the sphere scale and from the very basic to the main compelling and demanding of purposes. almost all significant periods of numerical equipment for water assets difficulties are represented in those lawsuits, from the evolution of conventional ways to the newest in equipment of contemporary invention. As has been conventional at earlier CMWR conferences, subsurface hydrology, land floor hydrology, and floor water hydrology are good represented.

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Extra info for Computational methods in water resources: proceedings of the XVth International Conference on Computational Methods in Water Resources (CMWR XV), June 13-17, 2004, Chapel Hill, NC, USA

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Hydraulic properties assigned to each unit are shown in Table 1. As very little was known about actual hydraulic properties of the various units, most of the values retained are representative of what is found in the literature. The hydraulic conductivity of the upper and lower Dogger was selected to account for the potential presence of karst conduits. The greater karstification of the lower Dogger is furthermore represented by a higher specific storage coefficient. The hydraulic conductivity of the Longwy marls was set high to account for the existence of windows.

Vertical downward flow exists between the Dogger and the mine workings, through the micaceous marls windows. Water flows almost resistance-free through the tunnels & roadways of the mine towards the eastern lower parts of the workings and descending shaft fp2. Subsequently, water infiltrates into the unmined Aalenian and eastern Dogger aquifers, downgradient from the workings. If hydraulic head in the lower parts of the mine rises above 200 m, water overflows at the surface. Figure 4. 1977 (solid lines) and 1984 (dashed lines) piezometries of the area.

J. Touma and M. Vauclin, Ezperirnental and Numerical Analysis of Two-phase Infiltration in a Partially Saturated Soil. Transport in Porous Media 1 (1986) 27. 13. J. Glimm, B. Lindquist, F. Pereira and Q. Zhang. A Theory of Macrodispersion for the Scale up Problem. Transport in Porous Media 13 (1993) 97. fr In the framework of the multi-purpose finite element code CASTEM2000, the CEA (Commissariat 5~ l'Energie atornique) is developing a finite volume formulation to take into account diffusion-convection equations in porous media.

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