Show simple item record

dc.contributor.authorLiang Xiao
dc.contributor.authorJianjun Liu
dc.contributor.authorFuwan Gan
dc.contributor.authorLihua Chen
dc.contributor.authorYongxin Xu
dc.date.accessioned2023-08-16T19:08:02Z
dc.date.available2023-08-16T19:08:02Z
dc.date.issued2023/05/01
dc.identifier.otherJHYEFF.HEENG-5845.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292807
dc.description.abstractPumping at a large rate can convert a confined flow to a confined–unconfined one in a confined aquifer. In this paper, a new semianalytical solution is proposed to investigate the mechanism of transient confined–unconfined flow under the non-Darcian condition in a fully penetrated confined aquifer. By using Izbash’s equation, a new linearization method was developed to approximate the nonlinear terms of the mathematical model of pumping-induced flow. The solution was derived by using the Laplace transform. The acceptability of the proposed solutions was verified by comparisons with numerical solutions by COMSOL Multiphysics and an analytical solution. The effects of the non-Darcian index, hydraulic conductivity, and the storativity ratio on developments of drawdown and the transient unconfined region were especially investigated. It is indicated that the non-Darcian index and the hydraulic conductivity have a positive effect on the drawdown in the confined region and a negative effect on that in the confined region, respectively. Otherwise, the drawdown simulation is negatively related to the storativity ratio. The result of this paper offers much-needed insights in the field of mine dewatering and the application of geological and hydrological conditions.
dc.publisherAmerican Society of Civil Engineers
dc.titleA Semianalytical Solution for Transient Confined–Unconfined Flow with Non-Darcian Effect
dc.typeJournal Article
dc.journal.volume28
dc.journal.issue5
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/JHYEFF.HEENG-5845
dc.journal.fristpage04023012-1
dc.journal.lastpage04023012-14
dc.page14
dc.treeJournal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 005
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record