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Published on: October 21, 2016
Flow to a well in a five-layer system with application to the Oxnard Basin.
1Department of Hydrology and Water Resources, 1133 E. James E. Rogers Way, University of Arizona, Tucson, AZ 85720, USA.
This study evaluates Neuman's five-layer aquifer model, showing pumping effects propagate across all layers. Reinterpreting a California pumping test validates the model's accuracy for complex groundwater systems.
Area of Science:
- Hydrogeology
- Groundwater Modeling
- Analytical Solutions
Background:
- Neuman (1968) developed an analytical solution for three-aquifer systems, but the five-layer solution remained unevaluated.
- Previous studies highlighted the importance of considering drawdowns in unpumped aquifers in leaky aquifer theories.
Purpose of the Study:
- To numerically evaluate Neuman's five-layer analytical solution for groundwater drawdown.
- To reinterpret a large-scale pumping test near Oxnard, California, using this solution and parameter estimation.
Main Methods:
- Numerical inversion of the Laplace-transformed five-layer analytical solution.
- Coupling the analytical solution with the PEST parameter estimation code.
- Validation against drawdowns from a subsequent pumping test at the Oxnard site.
Main Results:
- The five-layer solution demonstrates that pumping effects propagate across all layers.
- Reinterpretation of the Oxnard pumping test yielded parameter estimates comparable to previous studies.
- The coupled model successfully validated against observed drawdowns.
Conclusions:
- The evaluated five-layer analytical solution is effective for analyzing complex, multi-aquifer systems.
- This approach provides a robust method for hydrogeological parameter estimation.
- The findings reinforce the significance of accounting for interconnected aquifer responses in groundwater modeling.
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