Abstract We have developed a drawdown solution for a partially penetrating well under constant flux pumping in a confined aquifer with finite thickness. 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. 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. Water Resour Res 42:W0552, (2006). Our solution is based on Green’s function with a columnar source (sink) that represents pumping from a finite-radius well. Hantush’s solution (1961) and Yang et al.’s s...
Paper Number: H53E-04; Abstract Number: 707 (AGU Joint Assembly, 2007) A semi-analytical solution is...
This study investigates the steady flow resulting from dewatering by a partially penetrating well in...
This study develops a three-dimensional (3-D) mathematical model for describing transient hydraulic ...
An aquifer consisting of a skin zone and a formation zone is considered as a two-zone aquifer. Exist...
The drawdown solution has been widely used to analyze pumping test data for the determination of aqu...
An analytical model is presented for the analysis of constant flux tests conducted in a phreatic aqu...
Analytical solutions for aquifer response to pumping are commonly used to infer the hydraulic proper...
A semi-analytical solution is presented for the problem of flow in a system consisting of unconfined...
AbstractAn analytical solution of drawdown caused by pumping was developed for an aquifer partially ...
The solutions of constant-head and constant-flux tests are commonly used to predict the temporal or ...
This note develops a general mathematical model for describing the transient hydraulic head response...
New semianalytical solutions for evaluation of the drawdown near horizontal and slanted wells with f...
ofte with first-order free surface equation is used to describe the movement of water table. A point...
This study aims to derive the optimal solution for well locations based on the allowable withdrawal....
33 large-diameter wells embedded in 2-m thick, 63-m deep diaphragm walls were constructed to reduce ...
Paper Number: H53E-04; Abstract Number: 707 (AGU Joint Assembly, 2007) A semi-analytical solution is...
This study investigates the steady flow resulting from dewatering by a partially penetrating well in...
This study develops a three-dimensional (3-D) mathematical model for describing transient hydraulic ...
An aquifer consisting of a skin zone and a formation zone is considered as a two-zone aquifer. Exist...
The drawdown solution has been widely used to analyze pumping test data for the determination of aqu...
An analytical model is presented for the analysis of constant flux tests conducted in a phreatic aqu...
Analytical solutions for aquifer response to pumping are commonly used to infer the hydraulic proper...
A semi-analytical solution is presented for the problem of flow in a system consisting of unconfined...
AbstractAn analytical solution of drawdown caused by pumping was developed for an aquifer partially ...
The solutions of constant-head and constant-flux tests are commonly used to predict the temporal or ...
This note develops a general mathematical model for describing the transient hydraulic head response...
New semianalytical solutions for evaluation of the drawdown near horizontal and slanted wells with f...
ofte with first-order free surface equation is used to describe the movement of water table. A point...
This study aims to derive the optimal solution for well locations based on the allowable withdrawal....
33 large-diameter wells embedded in 2-m thick, 63-m deep diaphragm walls were constructed to reduce ...
Paper Number: H53E-04; Abstract Number: 707 (AGU Joint Assembly, 2007) A semi-analytical solution is...
This study investigates the steady flow resulting from dewatering by a partially penetrating well in...
This study develops a three-dimensional (3-D) mathematical model for describing transient hydraulic ...