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contributor authorShu-Guang Li
contributor authorShelley C. Wei
date accessioned2017-05-08T20:43:07Z
date available2017-05-08T20:43:07Z
date copyrightApril 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A4%28358%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24613
description abstractIn this paper, an improved finite-analytic method is developed for solving solute transport problems. Specifically, a new local boundary approximation and an alternative technique are introduced for deriving the local analytical solution that simplifies the finite-analytic formulation and eliminates the infinite series in the finite-analytic coefficients. The improved finite analytic method is applied to simulate solute transport in strongly heterogeneous two-dimensional velocity fields. The results show that the improved method is (1) as accurate as the existing one if using the same local boundary approximation despite the dramatic simplification; and (2) significantly more accurate than the existing one if using the improved boundary approximation. The improved finite-analytic method provides an efficient, robust, and accurate approach for predicting steady-state transport in heterogeneous velocity fields.
publisherAmerican Society of Civil Engineers
titleImproved Finite-Analytic Methods for Steady-State Transport Problems
typeJournal Paper
journal volume124
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:4(358)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 004
contenttypeFulltext


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