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contributor authorKamala K. Singh
contributor authorShambhu P. Dasgupta
contributor authorAkhilesh P. Mishra
contributor authorTriveni P. Ojha
date accessioned2017-05-08T20:48:06Z
date available2017-05-08T20:48:06Z
date copyrightJanuary 1995
date issued1995
identifier other%28asce%290733-9437%281995%29121%3A1%288%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27629
description abstractExperiments to study the performance of a cavity well (nonpenetrating well) have been conducted in both the laboratory and the field. Laboratory tests were performed on a simulated sand-tank model that reproduced the flow into the well on a reduced scale. Field tests were conducted on observation wells, drilled and installed at the Shaldahari watershed in the Midnapore district of West Bengal, India. Results have been analyzed by the finite-element method, and a reasonably good agreement with computed values has been indicated. Performance of a cavity well is found to be influenced by aquifer material properties and thickness of the confining layer. Studies have been made of leaky as well as nonleaky flow under steady and nonsteady conditions.
publisherAmerican Society of Civil Engineers
titleGround-Water Flow into Nonpenetrating Well
typeJournal Paper
journal volume121
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1995)121:1(8)
treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
contenttypeFulltext


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