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dc.contributor.authorCartwright, Nick
dc.contributor.authorBaldock, Tom E.
dc.contributor.authorNielsen, Peter
dc.contributor.authorJeng, Dong S.
dc.contributor.authorTao, L.
dc.date.accessioned2020-11-23
dc.date.available2020-11-23
dc.date.issued2005en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/23955
dc.description.abstractThe coupling of sandy beach aquifers with the swash zone in the vicinity of the water table exit point is investigated through simultaneous measurements of the instantaneous shoreline (swash front) location, pore pressures and the water table exit point. The field observations reveal new 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 is correlated 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 existing models describing exit point dynamics which is based only on the force balance on a particle of water at the sand surface and neglects both sub-surface pressures and shoreline proximity. A new modified form of the model is shown to significantly improve model-data comparison through a parameterisation of the effects of capillarity into the aquifer storage coefficient. Observations of the shoreward propagation of the swash-induced pore pressure waves ahead of the runup limit shows that the magnitude of the pressure fluctuation decays exponentially and that there is a linear increase in time lags, behaviour similar to that of tidally induced water table waves. The location of the exit point and the intermittency of wave runup events is also shown to be significant in terms of the shore-normal energy distribution. Seaward of the mean exit point, peak energies are small due to the saturated sand surface within the seepage face limiting pressure fluctuations. Landward of the mean exit point the peak energies grow before decreasing landward of the maximum shoreline position.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectSwash zoneen_AU
dc.subjectBeach groundwateren_AU
dc.subjectCapillarityen_AU
dc.subjectWater table exit pointen_AU
dc.subjectSeepage faceen_AU
dc.subjectWave run-upen_AU
dc.titleSwash-aquifer interaction in the vicinity of the water table exit point on a sandy beach (No. R863)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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