Evaluation of unconfined aquifer parameters using a successive line relaxation finite difference model.
A finite difference model was developed specifically for analyzing the Grand Island, Nebraska aquifer test. Time-drawdown data for the aquifer test were fitted by least squares to an exponential type equation. To facilitate calibration of the model, interpolated distance-drawdown profiles also were...
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| Language: | en |
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The University of Arizona.
1972
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| Online Access: | http://hdl.handle.net/10150/190992 |