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Parametric constraints allow you to control the geometric and dimensional relationships among objects. I cover parametric constraints in full in 10. This discussion assumes that you have read that chapter.

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analysis tools for aquifers during the twentieth century For instance, it was by analogy to longestablished heat ow analysis methods that Charles V Theis (1935) rst realized how analysis of water level behavior in the vicinity of pumping wells can be used to quantify transmissivity In the late 1960s and early 1970s, the rst tentative steps in the development of numerical modeling techniques for groundwater systems (eg Prickett and Lonnquist 1971) were based rmly on analogies to the pre-existing heat ow models described by Carslaw and Jaeger (1959) Indeed, during the 1970s numerous aquifer models were successfully developed by constructing large layouts of electrical capacitors and resistors and subjecting these to currents of various magnitudes (eg Rushton and Redshaw 1979).

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In using such electrical analog models, groundwater ow was quanti ed by means of a direct comparison between Darcy s Law and Ohm s Law (which equates electrical current to the ratio of voltage to resistance) Although such electrical analog models have been almost wholly superseded by digital models now, it is important not to lose sight of the key fact that groundwater ows in a manner entirely analogous to heat transfer and electromagnetic conduction At root, the reason why groundwater movement occurs in ow elds comes back to the laminar nature of most subsurface ow With no turbulent eddy currents and negligible momentum, groundwater tends to move in a very smooth manner, gently maintaining continuity between the recharge area in which it rst seeped below the water table and the discharge zone, through which it will eventually leave the aquifer.

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One of the most frequently used data formats for sparse matrices is the Compressed Sparse Row (CSR) format. Let N be the dimension of the stiffness matrix S and by N N Z denote the number of nonzero entries in S . The CSR representation of S consists of three arrays:

Contours of groundwater head, ow lines, ow nets, and ow tubes We have already seen how groundwater head is measured in practice (Box 31) When we have collected a large number of simultaneousviii head measurements from different points in a given groundwater ow system, we are in a position to begin to delineate groundwater ow patterns The rst step is to contour the head values..

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