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dc.contributor.authorHuang, Ching-Shengen_US
dc.contributor.authorTong, Chenchenen_US
dc.contributor.authorHu, Wei-Shanen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.contributor.authorYang, Taoen_US
dc.date.accessioned2019-08-02T02:15:22Z-
dc.date.available2019-08-02T02:15:22Z-
dc.date.issued2019-09-05en_US
dc.identifier.issn0304-3894en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.jhazmat.2019.05.042en_US
dc.identifier.urihttp://hdl.handle.net/11536/152135-
dc.description.abstractRadially convergent tracer test (RCT) with an extraction well and a tracer injection well is commonly conducted for determining aquifer dispersivity associated with the spreading of contamination plume. A variety of analytical models for RCT have been proposed, but the effects of skin zone and vertical dispersion are rarely explored. In addition, little attention is paid to the validity of those analytical models assuming asymmetrical tracer transport (ATT) as radially symmetrical transport (RST) toward the pumping well. This study develops a new analytical model for RCT subject to the above-mentioned effects in a confined aquifer with a skin zone around the wellbore. The Laplace-domain solution of the model for a continuous or instantaneous input is developed. A finite element solution (FES) for AFT is also developed to verify the Laplace-domain solution based on RST. Results suggest ATT can be regarded as RST in predicting the breakthrough curve (BTC) at the pumping well when four quantitative conditions are met. A lumped dimensionless parameter dominates those two effects on the BTC. Both the FES and Laplace-domain solution agree with monitored concentration data from a field RCT.en_US
dc.language.isoen_USen_US
dc.subjectTracer testen_US
dc.subjectRadial convergent transporten_US
dc.subjectSkin zoneen_US
dc.subjectVertical dispersionen_US
dc.subjectAnalytical modelen_US
dc.titleAnalysis of radially convergent tracer test in a two-zone confined aquifer with vertical dispersion effect: Asymmetrical and symmetrical transportsen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.jhazmat.2019.05.042en_US
dc.identifier.journalJOURNAL OF HAZARDOUS MATERIALSen_US
dc.citation.volume377en_US
dc.citation.spage8en_US
dc.citation.epage16en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000474676800002en_US
dc.citation.woscount0en_US
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