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Well drawdown3/7/2023 When requesting a correction, please mention this item's handle: RePEc:spr:waterr:v:26:y:2012:i:2:p:377-390. You can help correct errors and omissions. 25(11), pages 2705-2729, September.Īll material on this site has been provided by the respective publishers and authors. Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer European Water Resources Association (EWRA), vol. " The Aquifer Characteristics of the Dolomite Formation a New Approach for Providing Drinking Water in the Northern Calcareous Alps Region in Germany and Austria," " Identification of Groundwater Contamination Sources Using Meshfree RPCM Simulation and Particle Swarm Optimization," " Implicit Finite-Volume Scheme to Solve Coupled Saint-Venant and Darcy–Forchheimer Equations for Modeling Flow Through Porous Structures," Payam Sarkhosh & Amgad Salama & Yee-Chung Jin, 2021." A Generalized Predictive Model of Water Table Fluctuations in Anisotropic Aquifer Due to Intermittently Applied Time-Varying Recharge from Multiple Basins," " Ground Water-Surface Water Interface (GWSWI) Modeling: Recent Advances and Future Challenges," " An Analytical Solution of Boussinesq Equation to Predict Water Table Fluctuations Due to Time Varying Recharge and Withdrawal from Multiple Basins, Wells and Leakage Sites," " Delineating Capture Zone of a Pumping Well in a Slanting Regional Groundwater Flow to a Stream with a Leaky Layer," Mahdi Asadi-Aghbolaghi & Gholam Reza Rakhshandehroo, 2016.These are the items that most often cite the same works as this one and are cited by the same works as this one. " A New Approach for Analyzing Drawdown Data from a Partially Penetrating Well," " New Analytical Solutions for Unsteady Flow in a Leaky Aquifer between Two Parallel Streams," " New Analytical Expressions for Two-Dimensional Aquifer Adjoining with Streams of Varying Water Level," ![]() Iraj Saeedpanah & Ramin Golmohamadi Azar, 2017.Copyright Springer Science+Business Media B.V. Hantush’s solution ( 1961 ) and Yang et al.’s solution Water Resour Res 42:W0552, ( 2006 ), however, were derived from Laplace transform techniques for pumping in a well with an infinitesimal and a finite radius, respectively. Our solution is based on Green’s function with a columnar source (sink) that represents pumping from a finite-radius well. Furthermore, the predicted drawdown from Hantush’s solution ( 1961 ) differs from that of Yang et al.’s solution Water Resour Res 42:W0552, ( 2006 ) only near the well and at small time values as indicated in Yang et al. The predictions of our solution diverge from the predictions of Hantush’s solution ( 1961 ), particularly for problems with low ratios of well screen length to aquifer thickness. We have developed a drawdown solution for a partially penetrating well under constant flux pumping in a confined aquifer with finite thickness.
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