Groundwater Mound due to Artificial Recharge from Rectangular Areas
This article has been corrected.
VIEW CORRECTIONThis article has been corrected.
VIEW CORRECTIONThis article has a reply.
VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 5
Abstract
The suitability of the widely used existing solution for calculating groundwater mound due to artificial recharge from rectangular areas is examined for its applicability to unconfined aquifers, and this solution has been found applicable only to confined aquifers. The solution applicable for confined aquifers is derived and shown equivalent to the existing solutions. A computationally simple function is proposed for accurately approximating the integral appearing in this or existing solutions. A procedure involving analytical approximation is outlined for using this solution for unconfined aquifers. A method to calculate groundwater mound height in unconfined aquifers due to arbitrarily varying temporal recharge (percolation) is also proposed. It is hoped that the proposed methods would be of help to field engineers and practitioners.
Get full access to this article
View all available purchase options and get full access to this article.
References
Bianchi, W., and Haskell, E. E. (1968). “Field observations compared with the Dupuit-Forchheimer theory for mound heights under a recharge basin.” Water Resour. Res.WRERAQ, 4(5), 1049–1057.
Boumann, P. (1952). “Groundwater movement controlled through spreading.” Trans. Am. Soc. Civ. Eng.TACEAT, 117, 1024–1074.
Bouwer, H. (1962). “Analyzing groundwater mound by resistance network.” J. Irrig. Drain. Div., Am. Soc. Civ. Eng.JRCEA4, 88(3), 15–36.
Bouwer, H. (2002). “Artificial recharge of groundwater: Hydrogeology and engineering.” Hydrogeol., J.JHYDA7, 10(1), 121–142.
Glover, R. E. (1960). Mathematical derivations as pertain to groundwater recharge. Agricultural Research. Service, USDA, Ft. Collins, CO.
Griffin, D. M., and Warrington, R. O. (1988). “Examination of 2-D groundwater recharge solution.” J. Irrig. Drain. Eng.JIDEDH, 114(4), 691–704.
Hantush, M. S. (1967). “Growth and decay of groundwater mounds in response to uniform percolation.” Water Resour. Res.WRERAQ, 3(1), 227–234.
Marino, M. A. (1967). “Hele-Shaw model study of growth and decay of groundwater ridges.” J. Geophys. Res.JGREA2, 72(4), 1195–1205.
Marino, M. A. (1975). “Artificial groundwater recharge, II. Rectangular recharging area.” J. Hydrol. (Amsterdam)JHYDA7, 26(1–2), 29–37.
Rai, S. N., and Singh, R. N. (1995). “Two-dimensional modeling of water table fluctuation in response to localized transient recharge.” J. Hydrol. (Amsterdam)JHYDA7, 167(1–4), 167–172.
Rao, N. H., and Sarma, P. B. S. (1981). “Ground-water recharge from rectangular areas.” Ground WaterGRWAAP, 19(3), 271–274.
Singh, S. K. (2004a). “Aquifer response to sinusoidal or arbitrary stage of semipervious stream.” J. Hydraul. Eng.JHEND8, 130(11), 1108–1118.
Singh, S. K. (2004b). “Ramp kernels for aquifer responses to arbitrary stream stage.” J. Irrig. Drain. Eng.JIDEDH, 130(6), 460–467.
Swamee, P. K., and Ojha, C. S. P. (1997). “Groundwater mound equation for rectangular recharge area.” J. Irrig. Drain. Eng.JIDEDH, 123(3), 215–217.
Warner, J. W., Molden, D., Chehata, M., and Sunada, D. K. (1989). “Mathematical analysis of artificial recharge from basins.” Water Resour. Bull.WARBAQ, 25(2), 401–411.
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jan 7, 2008
Accepted: Aug 25, 2008
Published online: Apr 16, 2012
Published in print: May 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.