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Fig. 10.3 Overlaying a nite difference model grid on a hydrogeological base map. (a) Hydrogeological map, showing outcrop of aquifer (light shaded area), aquitard (darker shading), a river system, water table contours (dashed lines with elevation relative to sea level in metres) and the location of a proposed well eld. (b) Grid developed for area shown in (a), speci cally designed for the purposes of simulating the effects of well eld pumping on groundwater levels and ows. The area enclosed within the outermost boundaries is called the model domain . Grid lines divide the domain into a large number of quadrilaterals ( cells ). Notice that the subdivision (i.e. discretisation ) of the domain is nest in the vicinity of the proposed well eld, as it is expected that hydraulic gradients will need to be modeled most accurately there. Three types of boundary conditions are shown. The speci c ux boundary conditions are userde ned, and are therefore set as far from the well eld as possible; they are made to correspond to water table contours, along which calculations of ows entering/leaving the incoming ow can be most easily made. The zero ux boundary conditions are in part geologically determined (aquifer/aquitard boundary), but at the right hand edge of the domain a ow line (drawn perpendicular to the contours shown in (a)) is used as an arti cial zero ux boundary. The river-aquifer boundary is internal to the domain, and is represented as a head-dependent ux (cf. Figure 10.2a), on the safe assumption that the river is partially-penetrating.
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(6) X (m x m) symmetric, A, B (m x m) : ovech(AX B' + BXA') _ +(B A ovech(X)' - Dm 0
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Therapy Stimulus control therapy
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The DisplayVideoInfo procedure, which follows, displays the video resolution of the user s system:
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