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Article: Tidal groundwater level fluctuations in L-shaped leaky coastal aquifer system

TitleTidal groundwater level fluctuations in L-shaped leaky coastal aquifer system
Authors
KeywordsAnalytical solution
Coastal aquifer system
L-shaped coastline
Leaky aquifer
Periodic groundwater flow
Sea tide
Issue Date2002
PublisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/jhydrol
Citation
Journal Of Hydrology, 2002, v. 268 n. 1-4, p. 234-243 How to Cite?
AbstractThis paper presents an analytical solution to describe tidal groundwater level fluctuations in a coastal leaky aquifer system bounded by water-land boundaries that form a fight angle (referred to as L-shaped coastlines). The system consists of an unconfined aquifer, a confined aquifer and a leaky layer between them. Previously published analytical solutions that discuss only single aquifer constitute a special case of the new solution when the permeability of leaky layer approaches zero. A simple approximate solution without integral is presented. Error analysis and hypothetical example show that the approximate solution has adequate accuracy for both groundwater level prediction and parameter estimation for an L-shaped leaky aquifer system. © 2002 Elsevier Science B.V. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/72675
ISSN
2015 Impact Factor: 3.043
2015 SCImago Journal Rankings: 1.743
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorLi, Hen_HK
dc.contributor.authorJiao, JJen_HK
dc.date.accessioned2010-09-06T06:44:03Z-
dc.date.available2010-09-06T06:44:03Z-
dc.date.issued2002en_HK
dc.identifier.citationJournal Of Hydrology, 2002, v. 268 n. 1-4, p. 234-243en_HK
dc.identifier.issn0022-1694en_HK
dc.identifier.urihttp://hdl.handle.net/10722/72675-
dc.description.abstractThis paper presents an analytical solution to describe tidal groundwater level fluctuations in a coastal leaky aquifer system bounded by water-land boundaries that form a fight angle (referred to as L-shaped coastlines). The system consists of an unconfined aquifer, a confined aquifer and a leaky layer between them. Previously published analytical solutions that discuss only single aquifer constitute a special case of the new solution when the permeability of leaky layer approaches zero. A simple approximate solution without integral is presented. Error analysis and hypothetical example show that the approximate solution has adequate accuracy for both groundwater level prediction and parameter estimation for an L-shaped leaky aquifer system. © 2002 Elsevier Science B.V. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/jhydrolen_HK
dc.relation.ispartofJournal of Hydrologyen_HK
dc.rightsJournal of Hydrology. Copyright © Elsevier BV.en_HK
dc.subjectAnalytical solutionen_HK
dc.subjectCoastal aquifer systemen_HK
dc.subjectL-shaped coastlineen_HK
dc.subjectLeaky aquiferen_HK
dc.subjectPeriodic groundwater flowen_HK
dc.subjectSea tideen_HK
dc.titleTidal groundwater level fluctuations in L-shaped leaky coastal aquifer systemen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0022-1694&volume=268&issue=1-4&spage=234&epage=243&date=2002&atitle=Tidal+groundwater+level+fluctuations+in+L-shaped+leaky+coastal+aquifer+systemen_HK
dc.identifier.emailJiao, JJ:jjiao@hku.hken_HK
dc.identifier.authorityJiao, JJ=rp00712en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/S0022-1694(02)00177-4en_HK
dc.identifier.scopuseid_2-s2.0-0036847332en_HK
dc.identifier.hkuros81089en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0036847332&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume268en_HK
dc.identifier.issue1-4en_HK
dc.identifier.spage234en_HK
dc.identifier.epage243en_HK
dc.identifier.isiWOS:000179209900016-
dc.publisher.placeNetherlandsen_HK
dc.identifier.scopusauthoridLi, H=35769216800en_HK
dc.identifier.scopusauthoridJiao, JJ=7102382963en_HK

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