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dc.contributor.authorJeng, Dong-Sheng
dc.contributor.authorTeo, H T
dc.contributor.authorBarry, DA
dc.contributor.authorLi, L
dc.date.accessioned2014-07-04
dc.date.accessioned2014-09-17T22:31:10Z
dc.date.accessioned2017-03-02T00:44:50Z
dc.date.available2017-03-02T00:44:50Z
dc.date.issued2005
dc.date.modified2014-09-17T22:31:10Z
dc.identifier.issn0733-9399/2005/5
dc.identifier.doi10.1061/(ASCE)0733-9399(2005)131:5(534)
dc.identifier.urihttp://hdl.handle.net/10072/62938
dc.description.abstractMost previous investigations on tide-induced watertable fluctuations in coastal aquifers have been based on one-dimensional models that describe the processes in the cross-shore direction alone, assuming negligible along-shore variability. A recent study proposed a two-dimensional approximation for tide-induced watertable fluctuations that took into account coastline variations. Here, we further develop this approximation in two ways, by extending the approximation to second order and by taking into account capillary effects. Our results demonstrate that both effects can markedly influence watertable fluctuations. In particular, with the first-order approximation, the local damping rate of the tidal signal could be subject to sizable errors.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.publisherASCE
dc.publisher.placeNew York
dc.relation.ispartofstudentpublicationY
dc.relation.ispartofpagefrom534
dc.relation.ispartofpageto541
dc.relation.ispartofissue5
dc.relation.ispartofjournalJournal of Engineering Mechanics, ASCE
dc.relation.ispartofvolume131
dc.rights.retentionY
dc.subject.fieldofresearchCivil Geotechnical Engineering
dc.subject.fieldofresearchcode090501
dc.titleTwo-Dimensional Approximation for Tidal Dynamics in Coastal Aquifers: Capillarity Correction
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codec1x
gro.facultyFaculty of Science, Environment, Engineering and Technology
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng


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