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contributor authorSercan Ceyhan M.;Levent Kavvas M.
date accessioned2019-02-26T07:59:49Z
date available2019-02-26T07:59:49Z
date issued2018
identifier other%28ASCE%29HE.1943-5584.0001632.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250756
description abstractThe Fokker-Planck equation (FPE) methodology was applied to the transient state confined groundwater flow equation under the initial and boundary conditions leading to the Theis problem. The differential Theis equation was transformed to the FPE form, which describes the evolution of the probability density function of the state variable for this system. Numerical solutions of the FPE were obtained with a hybrid numerical scheme that uses the explicit Lax-Wendroff scheme with a flux limiter for the advective terms and the implicit Euler scheme for the dispersive terms. The results of the FPE methodology were compared with the Monte-Carlo solutions of the analytical Theis solution. The comparison shows a good match in terms of the ensemble mean, variance, and probability density functions in general. The computation times also were improved in the FPE methodology in comparison with the method of Monte-Carlo simulations.
publisherAmerican Society of Civil Engineers
titleEnsemble Modeling of the Theis Equation under Uncertain Parameter Conditions
typeJournal Paper
journal volume23
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001632
page4018011
treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 005
contenttypeFulltext


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