An analytical solution is developed for three-dimensional flow towards a partially penetrating largediameter well in an unconfined aquifer bounded below by a leaky aquitard of finite or semi-infinite extent. The analytical solution is derived using Laplace and Hankel transforms, then inverted numerically. Existing solutions for flow in leaky unconfined aquifers neglect the unsaturated zone following an assumption of instantaneous drainage due to Neuman. We extend the theory of leakage in unconfined aquifers by (1) including water flow and storage in the unsaturated zone above the water table, and (2) allowing the finite-diameter pumping well to partially penetrate the aquifer. The investigation of model-predicted results shows that aquitard...
The drawdown solution has been widely used to analyze pumping test data for the determination of aqu...
The distributions of the hydraulic head and velocity components of the transient groundwater flow in...
The effects of an aquitard on drawdown in an overlying unconfined aquifer can be represented by a dr...
An analytical solution is developed for three-dimensional flow towards a partially penetrating large...
Analytical solutions for aquifer response to pumping are commonly used to infer the hydraulic proper...
A number of (semi-)analytical solutions are available to drawdown analysis and leakage estimation of...
This is the published version. Copyright American Geophysical Union[1] A new approach is presented f...
This study presents a semi-analytical solution for the problem of leakage in an unconfined aquifer b...
A semi-analytical solution is presented for the problem of flow in a system consisting of unconfined...
The impact of ground water pumping on nearby streams is often estimated using analytic models of the...
In the process of groundwater recharge, surface water usually enters an aquifer by passing an overl...
Conventional models of pumping tests in unconfined aquifers often neglect the unsaturated flow proce...
A semianalytical solution is presented for transient streaming potentials associated with flow to a ...
A novel methodology for the interpretation of pumping tests in leaky aquifer systems, referred to as...
The impact of ground water pumping on nearby streams is often estimated using analytic models of the...
The drawdown solution has been widely used to analyze pumping test data for the determination of aqu...
The distributions of the hydraulic head and velocity components of the transient groundwater flow in...
The effects of an aquitard on drawdown in an overlying unconfined aquifer can be represented by a dr...
An analytical solution is developed for three-dimensional flow towards a partially penetrating large...
Analytical solutions for aquifer response to pumping are commonly used to infer the hydraulic proper...
A number of (semi-)analytical solutions are available to drawdown analysis and leakage estimation of...
This is the published version. Copyright American Geophysical Union[1] A new approach is presented f...
This study presents a semi-analytical solution for the problem of leakage in an unconfined aquifer b...
A semi-analytical solution is presented for the problem of flow in a system consisting of unconfined...
The impact of ground water pumping on nearby streams is often estimated using analytic models of the...
In the process of groundwater recharge, surface water usually enters an aquifer by passing an overl...
Conventional models of pumping tests in unconfined aquifers often neglect the unsaturated flow proce...
A semianalytical solution is presented for transient streaming potentials associated with flow to a ...
A novel methodology for the interpretation of pumping tests in leaky aquifer systems, referred to as...
The impact of ground water pumping on nearby streams is often estimated using analytic models of the...
The drawdown solution has been widely used to analyze pumping test data for the determination of aqu...
The distributions of the hydraulic head and velocity components of the transient groundwater flow in...
The effects of an aquitard on drawdown in an overlying unconfined aquifer can be represented by a dr...