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The first step of aquifer parameter and dependent variable estimation based on hydraulic modeling is generally to choose the best steady-state conditions for the set time period. This situation will occur when the hydraulic head variation for observed wells is at minimum. Therefore, the hydraulic gradient should be constant and mean recharge zero over the study area during the simulation (Graham a
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Routing is an interesting application for Location Based Services. In order to provide this application on the National Mapping Agencies’ cartographic data the routes must be provided by an external source. The integration of cartographic data and route data is somewhat problematic, why the problems and possible solutions are discussed.