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dc.contributor.convenorEngineers Australiaen_US
dc.contributor.authorHuang, Charleneen_US
dc.contributor.authorZhang, Hongen_US
dc.contributor.authorLemckert, Charlesen_US
dc.contributor.authorSchouten, Peteren_US
dc.contributor.editorEric M. Valentineen_US
dc.date.accessioned2017-05-03T15:40:54Z
dc.date.available2017-05-03T15:40:54Z
dc.date.issued2011en_US
dc.date.modified2012-02-17T04:59:42Z
dc.identifier.refurihttp://www.iahr2011.org/en_US
dc.identifier.urihttp://hdl.handle.net/10072/42847
dc.description.abstractExtreme evaporation is a problem that has arisen across the majority of Australia over the past decade mainly due to minimal rainfall coupled with warmer than average temperatures. Up to this point in time, many different evaporation mitigating systems have been developed to provide water loss reductions for both the private and industrial sector. Ultrathin artificially synthesised chemical films (monolayers) are one such evaporation mitigation system, and have been employed extensively as they are relatively cost-effective, easy to deploy and are thought to have a minimal effect on water quality. It is well known that both wind and wave action can have a greatly negative influence upon the spreading ability, and in turn the overall performance of monolayers. Therefore, it is necessary to investigate the wind circulation patterns and associated wave motion for an example real-world agricultural water reserve that can be viewed as a typical deployment site for monolayers. In this investigation, a set of numerical models have been developed and evaluated for a closed dam in south-east Queensland, in order to better examine the hydrodynamic and wave conditions that directly influence the transportation of a monolayer across the water surface, and in turn control the evaporation reducing performance of a given monolayer. Specifically, this study has employed a two-dimensional hydrodynamic model and a spectral wave model by utilising the MIKE 21 program developed by DHI. Seasonal wind conditions were used as the major driving force in the wave development process, with the growth of wave height occurring parallel to the dominant wind direction. Both wave height and wave period were found to be dependent on the fetch length along with wind speed and duration. Waves were seen to develop along the direction of increasing fetch. In addition, the seasonal waves were calculated to not exceed a height of any greater than 0.11 m. From these outcomes, this numerical study has provided an accurate summation of wind generated wave conditions that can be used to predict the effectiveness, applicability and economic viability of a given monolayer if it were to be continuously deployed at the real-world water reserve.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.languageEnglishen_US
dc.publisherIAHRen_US
dc.publisher.placeBrisbane, Australiaen_US
dc.publisher.urihttp://www.iahr.net/site/e_library/ConfPro/en_US
dc.publisher.urihttp://www.iahr.net/e-shop/store/viewItem.asp?idProduct=138en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencename34th IAHR World Congressen_US
dc.relation.ispartofconferencetitleProceedings of the 34th IAHR World Congress 33rd Hydrology & Water Resources Symposium 10th Conference on Hydraulics in Water Engineeringen_US
dc.relation.ispartofdatefrom2011-06-26en_US
dc.relation.ispartofdateto2011-07-01en_US
dc.relation.ispartoflocationBrisbane, Australiaen_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchEnvironmental Managementen_US
dc.subject.fieldofresearchcode050205en_US
dc.titleNumerical Study of the Seasonal Wave Action Developed at an Agricultural Water Reserveen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2011
gro.hasfulltextNo Full Text


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

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