Numerical Study of the Hydrodynamics of a Very Shallow Estuarine System - Coombabah Lake, Gold Coast, Australia
| File | Size | Format | |
|---|---|---|---|
| 56937_1.pdf | 300Kb | Adobe PDF | View |
| Title | Numerical Study of the Hydrodynamics of a Very Shallow Estuarine System - Coombabah Lake, Gold Coast, Australia |
|---|---|
| Author | Ali, Ayub; Zhang, Hong; Lemckert, Charles James |
| Journal Name | Journal of Coastal Research |
| Year Published | 2009 |
| Place of publication | Florida, USA |
| Publisher | Coastal Education and Research Foundation |
| Abstract | Coastal wetlands and estuaries are important environments providing significant habitats for flora and fauna species - often supporting commercial and recreational fisheries. These systems also act as filters for contaminants and sediments, and the absorption of wave energy. As a consequence of the ecological significance and the potential for anthropogenic disturbances and inputs into Coombabah Lake estuary (Australia), the lake and surrounding wetlands have been the focus of recent scientific study efforts. This estuarine lake (~2 km2 in size) is a very shallow (mean depth < 1 m) estuarine system that experiences a tidal range of 1.2 m, thus resulting in the continual exposure of large mud flats at low tide. Variations in water column physio-chemical and biological parameters and nutrient concentrations of the benthic sediments have previously been attributed to the hydrodynamic regime, hydrologic events, and sediment sources. In this study, a three-dimensional (3D) hydrodynamic model with unstructured mesh is setup to simulate the hydrodynamic regime and Bottom Boundary Layer (BBL) properties. In particular, the sensitivity of calibration parameters for a very shallow estuarine model is investigated. Model results are verified by recent intensive measurements. The hydrodynamic regime of the lake was found to be favorable for settlement of suspended sediments. The results reveal the necessity to correctly measure and use the appropriate bathymetry and bed roughness conditions in the numerical scheme for very shallow environments. |
| Peer Reviewed | Yes |
| Published | Yes |
| Publisher URI | http://www.cerf-jcr.org/ |
| Alternative URI | http://www.cerf-jcr.com/eshop/10Expand.asp?ProductCode=SI-56 |
| Copyright Statement | Copyright 2009 CERF. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version. |
| Volume | SI 56 |
| Page from | 922 |
| Page to | 926 |
| ISSN | 0749-0208 |
| Date Accessioned | 2009-07-30 |
| Date Available | 2009-10-06T05:27:59Z |
| Language | en_AU |
| Research Centre | Centre for Infrastructure Engineering and Management |
| Faculty | Faculty of Science, Environment, Engineering and Technology |
| Subject | Water Resources Engineering |
| URI | http://hdl.handle.net/10072/25964 |
| Publication Type | Journal Articles (Refereed Article) |
| Publication Type Code | c1 |
Please use this identifier to cite this record: http://hdl.handle.net/10072/25964
Griffith University copyright notice
Copyright in individual works within the repository belongs to their authors or publishers. You may make a print or digital copy of a work for your personal non-commercial use. All other rights are reserved, except for fair dealings or other user rights granted by the copyright laws of your country.
Back to top