Environmental Engineering Reference
In-Depth Information
available; see Figure 5.10a. Even better is the agreement between the calculated and
recorded mean values of the head drawdown of the five aquifers shown in Figure
5.11. We recall that results after 1969 are predictive because we only introduced the
recorded modules for unloading-reloading and the new withdrawal rates into the
numerical model. No other parameters, once identified for 1930-1969, have been
modified.
Figure 5.8.
The two meshes used: (a) for parameter identification and for the first set of
analyses; and (b) for a parallel computing application
Figure 5.9.
Subsidence versus time for a coupled model (
___
) and an uncoupled model (- - -)
