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dc.contributor.authorYeh, Hund-Deren_US
dc.contributor.authorYeh, Gour-Tsyhen_US
dc.date.accessioned2014-12-08T15:13:12Z-
dc.date.available2014-12-08T15:13:12Z-
dc.date.issued2007-11-01en_US
dc.identifier.issn0733-9372en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9372(2007)133:11(1032)en_US
dc.identifier.urihttp://hdl.handle.net/11536/10193-
dc.description.abstractThe solute transport equation is commonly used to describe the migration and fate of solutes in a groundwater flow system. Depending on the problem nature, the source of the solute may be represented as a point source term in the equation or specified as the first-type or third-type boundary condition. The solutions derived under the condition that the solute introduced into the flow system is from the boundary is herein considered as the boundary-source solutions. The solution obtained when solving the transport equation with a point-source term is considered as the point-source solution. The Laplace transform technique is employed to derive the formulas for those solutions expressed in terms of the normalized mass release rate. The underlying nature of different source release modes and the differences among those boundary-source solutions and the constant point-source solution can be easily and clearly differentiated based on the derived formulas for one-dimensional transport. The methodology could, however, be easily extended to two- and three-dimensional problems.en_US
dc.language.isoen_USen_US
dc.titleAnalysis of point-source and boundary-source solutions of one-dimensional groundwater transport equationen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9372(2007)133:11(1032)en_US
dc.identifier.journalJOURNAL OF ENVIRONMENTAL ENGINEERING-ASCEen_US
dc.citation.volume133en_US
dc.citation.issue11en_US
dc.citation.spage1032en_US
dc.citation.epage1041en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000250318000004-
dc.citation.woscount5-
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