| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4526119 | Advances in Water Resources | 2011 | 9 Pages |
The objective of this paper is to present an analytical solution for describing the head distribution in an unconfined aquifer with a single pumping horizontal well parallel to a fully penetrating stream. The Laplace-domain solution is developed by applying Fourier sine, Fourier and Laplace transforms to the governing equation as well as the associated initial and boundary conditions. The time-domain solution is obtained after taking the inverse Laplace transform along with the Bromwich integral method and inverse Fourier and Fourier sine transforms. The upper boundary condition of the aquifer is represented by the free surface equation in which the second-order slope terms are neglected. Based on the solution and Darcy’s law, the equation representing the stream depletion rate is then derived. The solution can simulate head distributions in an aquifer infinitely extending in horizontal direction if the well is located far away from the stream. In addition, the solution can also simulate head distributions in confined aquifers if specific yield is set zero. It is shown that the solution can be applied practically to evaluate flow to a horizontal well.
Research highlights► A general analytical solution is developed for describing flow to a horizontal well. ► Several previous solutions are special cases of the present solution. ► A large specific yield results in long flat stages and small stream depletion rate. ► A deep horizontal well yields more stream depletion rate than a shallow one. ► The predicted drawdown from the present solution agrees with the field drawdown.
