A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A linearized solution is obtained for the unsteady, free surface seepage toward a ditch in an infinitely deep aquifer. The complex potential is defined to be the solution of a first order, linear, partial differential equation, and examination of the general solution for this equation reveals that a seepage surface cannot be imposed along the ditch boundary in the linearized model. A numerical example is treated, and it is pointed out that the same results can be used to describe the unsteady recharge of an aquifer under similar boundary conditions.
A linearized solution is obtained for the unsteady, free surface seepage toward a ditch in an infinitely deep aquifer. The complex potential is defined to be the solution of a first order, linear, partial differential equation, and examination of the general solution for this equation reveals that a seepage surface cannot be imposed along the ditch boundary in the linearized model. A numerical example is treated, and it is pointed out that the same results can be used to describe the unsteady recharge of an aquifer under similar boundary conditions.
Unsteady Seepage toward Narrow Ditch
Hunt, Bruce W. (author)
Journal of the Hydraulics Division ; 96 ; 1953-1963
2021-01-01
111970-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Erratum for “Unsteady Seepage toward Narrow Ditch”
| ASCE | 2021
Unsteady Seepage toward Sink beneath Free Surface
| ASCE | 2021