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dc.contributor.authorCartwright, N
dc.contributor.authorBaldock, TE
dc.contributor.authorNielsen, P
dc.contributor.authorJeng, DS
dc.contributor.authorTao, L
dc.contributor.editorM. Townsend and D. Walker
dc.date.accessioned2018-06-27T01:30:27Z
dc.date.available2018-06-27T01:30:27Z
dc.date.issued2005
dc.date.modified2009-09-08T08:03:57Z
dc.identifier.isbn9781622764273
dc.identifier.urihttp://hdl.handle.net/10072/2682
dc.description.abstractIn this paper, simultaneous measurements of the instantaneous shoreline (swash front) and the response of both the pore pressure and the water table exit point are presented and discussed. The new datasets reveal additional insights into swash-aquifer coupling not previously gleaned from measurements of pore pressure only. In particular, for the case where the exit point is seaward of the observation point, the pore pressure response correlates well with the distance between the exit point and the shoreline in that when the distance is large the rate of pressure drop is fast and when the distance is small the rate decreases. The observations expose limitations in the only existing theory describing the motion of the water table exit point. The theory is based only on the force balance on a particle of water at the sand surface and therefore neglects the effects of both sub-surface pressures and shoreline proximity. The model performance is greatly improved through a parameterisation of the effects of both capillarity and truncation of the capillary fringe in the vicinity of the exit point. These effects are parameterised as a reduction in the aquifer storage coefficient by three orders of magnitude. Observations of the propagation of the swash-induced pore pressure wave reveals behaviour similar to that found with tidally induced water table waves. That is, the magnitude of the pressure fluctuation decays exponentially and there is a linear increase in the time lag. The energy transfer of high frequency swash zone forcing to a low frequency response in the water table exit point and pore pressure is shown to be as a result of wave runup exceedance probabilities relative to the location of the water table exit point.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherInstitute of Engineers, Australia
dc.publisher.placeBarton, ACT
dc.publisher.urihttp://search.informit.com.au/documentSummary;dn=498953111565245;res=IELENG
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofconferencenameCoasts and Ports 2003, 17th Australasian Coastal and Ocean Engineering Conference
dc.relation.ispartofconferencetitle17th Australasian Coastal and Ocean Engineering Conference 2005 and the 10th Australasian Port and Harbour Conference 2005, COASTS and PORTS 2005
dc.relation.ispartofdatefrom2005-09-20
dc.relation.ispartofdateto2005-09-23
dc.relation.ispartoflocationAdelaide, Australia
dc.relation.ispartofpagefrom351
dc.relation.ispartofpageto356
dc.rights.retentionY
dc.subject.fieldofresearchcode260501
dc.titleSwash-aquifer interactions in sandy beaches
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.facultyGriffith Sciences, School of Engineering and Built Environment
gro.rights.copyright© 2005 Engineers Australia. Self-archiving of the author-manuscript version is not yet supported by this publisher. For information about this conference please refer to the organiser's website or contact the author[s].
gro.date.issued2005
gro.hasfulltextNo Full Text
gro.griffith.authorTao, Longbin
gro.griffith.authorCartwright, Nick B.
gro.griffith.authorJeng, Dong-Sheng


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    Contains papers delivered by Griffith authors at national and international conferences.

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