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Technical Paper

Water Circulation in the Coomera River Estuary

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Pages 75-82 | Received 03 Oct 2008, Accepted 14 Jan 2009, Published online: 11 Nov 2015

References

  • Danish Hydraulic Institute (DHI), 2005, MIKE11 Flow Model, hydrodynamic module, Copenhagen, Denmark.
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  • Mirfenderesk, H. & Tomlinson, R. 2008, “Observation and Analysis of Hydrodynamic Parameters in Tidal Inlets in a Predominantly Semidiurnal Regime”, Journal of Coastal Research, Vol. 24, No. 5, ISSN 0749.0208.
  • Mirfenderesk, H. & Tomlinson, R. 2009, “An investigation of the change in tidal signal in an estuary as a result of development at the short medium time scale”, Journal of Coastal Research, SI56, pp. 641–645, ISSN 07490258.
  • Mirfenderesk, H. & Young, I. 2004, “Development of a Device for Direct Measurement of Bed Shear Stress Induced by a Wave Spectrum”, Proceedings of the 8 th National Conference on Hydraulics in Water Engineering, Gold Coast, ISBN 085825 850 1.
  • Pugh, D. T. 1987, Tides, surges, and mean sea-level, J. Wiley, New York.
  • Williamson, J. 1951, “The laws of flow in rough pipes: Strickler, Manning, Nikuradse and drag-velocity”, La Houile Blanche, Vol. 6, No. 5, pp. 738–757.

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