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Investigations of the Response of an Unconfined Aquifer to Localized Recharge
Rapid groundwater responses were studied by experiments and numerical analysis. With numerical techniques, it is possible to accurately predict the behavior of an idealized unconfined aquifer under varying conditions of water table slope and localized infiltration. The study was conducted by comparing the results of the finite difference solution of the Boussinesq equation to data collected from a Hele-Shaw viscous flow model. The agreement between the experimental and numerically generated water-surface profiles was quite good when the water table was mildly sloped, but this agreement became weaker as the slope was increased.
Investigations of the Response of an Unconfined Aquifer to Localized Recharge
Rapid groundwater responses were studied by experiments and numerical analysis. With numerical techniques, it is possible to accurately predict the behavior of an idealized unconfined aquifer under varying conditions of water table slope and localized infiltration. The study was conducted by comparing the results of the finite difference solution of the Boussinesq equation to data collected from a Hele-Shaw viscous flow model. The agreement between the experimental and numerically generated water-surface profiles was quite good when the water table was mildly sloped, but this agreement became weaker as the slope was increased.
Investigations of the Response of an Unconfined Aquifer to Localized Recharge
P. S. Tinsley (author) / R. M. Ragan (author)
1974
88 pages
Report
No indication
English
Vertical Recharge of Unconfined Aquifer
| ASCE | 2021
Discussion by “Vertical Recharge of Unconfined Aquifer”
| ASCE | 2021
Closure to “Vertical Recharge of Unconfined Aquifer”
| ASCE | 2021
Closure to “Vertical Recharge of Unconfined Aquifer”
| ASCE | 2021
Discussion by “Vertical Recharge of Unconfined Aquifer”
| ASCE | 2021