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dc.contributor.authorSercan Ceyhan M.;Levent Kavvas M.
dc.date.accessioned2019-02-26T07:59:49Z
dc.date.available2019-02-26T07:59:49Z
dc.date.issued2018
dc.identifier.other%28ASCE%29HE.1943-5584.0001632.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250756
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleEnsemble Modeling of the Theis Equation under Uncertain Parameter Conditions
dc.typeJournal Paper
dc.journal.volume23
dc.journal.issue5
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001632
dc.page4018011
dc.treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 005
dc.contenttypeFulltext


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