Fig 1.
Schematic representation of salt water intrusion under sharp-interface and Ghyben-Herzberg assumptions.
Fig 2.
Cross section of a coastal freshwater aquifer.
Modelling parameters.
Fig 3.
Homogeneous rectangular aquifer.
Fig 4.
Cone of depression and safety distance areas around every aquifer well.
Fig 5.
Pipelined Data Flow through MODULE I.
Fig 6.
Flow chart of MODULE I.
Fig 7.
Chart and Data Flow through MODULE II.
Table 1.
Aquifer and well characteristics.
Table 2.
Pumping management parameters.
Table 3.
Well Coordinates for the first group of simulation cases.
Table 4.
Well Coordinates for the second group of simulation cases.
Fig 8.
Optimal positions of the toe interface contour line for all simulation case.
Fig 9.
Evolution of the objective/profit function P(Q(k)) for all simulation cases.
Fig 10.
Evolution of the well pumping rates for all simulation cases.
Table 5.
ALOPEX pumping management performance: Optimal Parameter Values.
Table 6.
Implementing the Stopping Criterion: ALOPEX Optimal Parameter Values.
Table 7.
Coordinates xτ (meters) of the toe critical points for all simulation cases.
Table 8.
Coordinates xs (meters) of the stagnation points for all simulation cases.
Fig 11.
Behavior of S(Q) and Δxsτ under Profile 1.
Dependence of S(Q) and Δxsτ on N and K for Test Cases IIIa and IIIb using Profile 1.
Fig 12.
Behavior of S(Q) and Δxsτ under Profile 2.
Dependence of S(Q) and Δxsτ on N and K for Test Cases IIIa and IIIb using Profile 2.