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    A Semianalytical Solution for Transient Confined–Unconfined Flow with Non-Darcian Effect

    Source: Journal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 005::page 04023012-1
    Author:
    Liang Xiao
    ,
    Jianjun Liu
    ,
    Fuwan Gan
    ,
    Lihua Chen
    ,
    Yongxin Xu
    DOI: 10.1061/JHYEFF.HEENG-5845
    Publisher: American Society of Civil Engineers
    Abstract: Pumping 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.
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      A Semianalytical Solution for Transient Confined–Unconfined Flow with Non-Darcian Effect

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292807
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    contributor authorLiang Xiao
    contributor authorJianjun Liu
    contributor authorFuwan Gan
    contributor authorLihua Chen
    contributor authorYongxin Xu
    date accessioned2023-08-16T19:08:02Z
    date available2023-08-16T19:08:02Z
    date issued2023/05/01
    identifier otherJHYEFF.HEENG-5845.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292807
    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.
    publisherAmerican Society of Civil Engineers
    titleA Semianalytical Solution for Transient Confined–Unconfined Flow with Non-Darcian Effect
    typeJournal Article
    journal volume28
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/JHYEFF.HEENG-5845
    journal fristpage04023012-1
    journal lastpage04023012-14
    page14
    treeJournal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 005
    contenttypeFulltext
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