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dc.contributor.authorHajiani, M.
dc.contributor.authorSarukkalige, Priyantha
dc.contributor.editorVanissom Vimonsatit
dc.contributor.editorAmarjit Singh
dc.contributor.editorSiamak Yazdani
dc.date.accessioned2017-01-30T12:23:38Z
dc.date.available2017-01-30T12:23:38Z
dc.date.created2013-02-03T20:00:21Z
dc.date.issued2012
dc.identifier.citationHajiani, M. and Sarukkalige, P. R. 2012. The Hydrodynamics of Swan Estuary - Using a Numerical Approaches, in Vimonsatit, V. and Singh, A. and Yazdani, S. (ed), Research, Development, and Practice in Structural Engineering and Construction, The 1st Australasia and South East Asia Conference in Structural Engineering and Construction (ASEA-SEC-1), Nov 28-Dec 2 2012, pp. 795-799. Perth, Western Australia: Research Publishing Services.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/21166
dc.description.abstract

As the populations increase in coastal zones, the deterioration of water quality accelerates. Swan River Estuary, in Western Australia, has experienced considerable side effects from urbanization. As the interactions between the physical, chemical, and biological process in estuary are difficult so numerical models as a facilitator tools are applied to solve this complexity. They present a realistic view of hydrodynamics and water quality of a water body and illustrate the temporal and spatial variation of nutrients. To simulate hydrodynamics of Swan Estuary a laterally averaged two-dimensional model called CE-QUAL-W2 was applied. This model has been widely applied to stratified water systems such as lakes, reservoirs, and estuaries. Application of different algorithm for vertical eddy viscosity/diffusivity has increased model capability. The selected river area was divided to some elements with equal horizontal and vertical grid spacing. The upstream and downstream boundary conditions were applied. With optimizing the bottom friction factor, the best fit of the recorded and simulated water level curves of control station was obtained with the Manning Coefficient of 0.024. Salinity profiles were used to simulate the mixing processes. Model was executed with two different vertical eddy diffusivity formulations. Then the better algorithm was chosen. Model was applied for different conditions and it could reproduce the hydrodynamic of water body properly.

dc.publisherResearch Publishing Services
dc.subjectNumerical model
dc.subjectSwan river estuary
dc.subjectVertical eddy viscosity and diffusivity
dc.subjectHydrodynamic
dc.titleThe Hydrodynamics of Swan Estuary - Using a Numerical Approaches
dc.typeConference Paper
dcterms.source.startPage795
dcterms.source.endPage799
dcterms.source.titleProceedings of the 1st Australasia and South East Asia Conference in Structural Engineering andConstruction (ASEA-SEC-1)
dcterms.source.seriesProceedings of the 1st Australasia and South East Asia Conference in Structural Engineering andConstruction (ASEA-SEC-1)
dcterms.source.isbn978-981-07-3678-1
dcterms.source.conferenceThe 1st Australasia and South East Asia Conference in Structural Engineering andConstruction (ASEA-SEC-1)
dcterms.source.conference-start-dateNov 28 2012
dcterms.source.conferencelocationPerth, Western Australia
dcterms.source.placeSingapore
curtin.department
curtin.accessStatusFulltext not available


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