Drawdown due to Temporally Varying Pumping Discharge: Inversely Estimating Aquifer Parameters
Author:
Affiliation:
1. Scientist, National Institute of Hydrology, Roorkee-247 667, Uttarakhand, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282009%29135%3A2%28257%29
Reference12 articles.
1. Modified solutions for decreasing discharge wells;Abu-Zied M. A.;J. Hydr. Div.,1964
2. Simplified solution for decreasing flow in wells;Aron G.;J. Hydr. Div.,1965
3. Aquifer-Parameter Evaluation from Variable-Rate Pumping Tests Using Convolution and Sensitivity Analysis
4. Drawdown around Wells of variable discharge
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1. Semi-analytical solutions for transient flow to a partially penetrated well with variable discharge in a general three-layer aquifer system;Journal of Hydrology;2021-07
2. New Semi-Analytical Model for an Exponentially Decaying Pumping Rate with a Finite-Thickness Skin in a Leaky Aquifer;Journal of Hydrologic Engineering;2020-08
3. Flow to a partially penetrating well with variable discharge in an anisotropic two-layer aquifer system;Journal of Hydrology;2019-11
4. Well hydraulics in pumping tests with exponentially decayed rates of abstraction in confined aquifers;Journal of Hydrology;2017-05
5. Closure to “Aquifer Parameters from Drawdowns in Large-Diameter Wells: Unsteady Pumping” by Sushil K. Singh;Journal of Hydrologic Engineering;2009-09
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