TECHNICAL NOTES
Nov 1, 2008

Turbulent Measurements in a Small Subtropical Estuary with Semidiurnal Tides

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 11

Abstract

Since predictions of scalar dispersion in small estuaries can rarely be predicted accurately, new field measurements were conducted continuously at relatively high frequency for up to 50h (per investigation) in a small subtropical estuary with semidiurnal tides. The bulk flow parameters varied in time with periods comparable to tidal cycles and other large-scale processes. The turbulence properties depended upon the instantaneous local flow properties. They were little affected by the flow history, but their structure and temporal variability were influenced by a variety of parameters including the tidal conditions and bathymetry. A striking feature of the data sets was the large fluctuations in all turbulence characteristics during the tidal cycle, and basic differences between neap and spring tide turbulence.

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Acknowledgments

The writers acknowledge the strong support of Dr. Ian Ramsay and John Ferris (Qld E.P.A.).

References

Chanson, H., Brown, R., Ferris, J., Ramsay, I., and Warburton, K. (2005a). “Preliminary measurements of turbulence and environmental parameters in a sub-tropical estuary of eastern Australia.” Environmental Fluid Mechanics, 5(6), 553–575.
Chanson, H., Trevethan, M., and Aoki, S. (2005b). “Acoustic Doppler velocimetry (ADV) in a small estuarine system. field experience and ‘despiking.’” Proc., 31st Biennial IAHR Congress, Seoul, Korea, B. H. Jun, S. I. Lee, I. W. Seo, and G. W. Choi, eds., Theme E2, Paper 0161, 3954–3966.
Fransson, J. H. M., Matsubara, M., and Alfredsson, P. H. (2005) “Transition induced by free-stream turbulence.” J. Fluid Mech., 527, 1–25.
Hallback, M., Groth, J., and Johansson, A. V. (1989). “A Reynolds stress closure for the dissipation in anisotropic turbulent flows.” Proc., 7th Symp. Turbulent Shear Flows, Vol. 2, Stanford University, Stanford, Calif., 17.2.1–17.2.6.
Ham, R. van der, Fromtijn, H. L., Kranenburg, C., and Winterwerp, J. C. (2001). “Turbulent exchange of fine sediments in a tidal channel in the Ems/Dollard Estuary. Part I: Turbulence measurements.” Cont. Shelf Res., 21, 1605–1628.
Kawanisi, K., and Yokosi, S. (1994). “Mean and turbulence characteristics in a tidal river.” Cont. Shelf Res., 17(8), 859–875.
Nezu, I., and Nakagawa, H. (1993). “Turbulence in open-channel flows.” IAHR Monograph, IAHR Fluid Mechanics Section, Balkema, Rotterdam, The Netherlands.
Niederschultze, M. A. (1989). “Turbulent flow through a rectangular channel.” Ph.D. thesis, University of Illinois, Urbana-Champaign, Ill.
Osonphasop, C. (1983). “The measurements of turbulence in tidal currents.” Ph.D. thesis, Monash Univ., Melbourne, Australia.
Shiono, K., and West, J. R. (1987). “Turbulent perturbations of velocity in the Conwy Estuary.” Estuarine Coastal Shelf Sci., 25, 533–553.
Tachie, M. F. (2001). “Open channel turbulent boundary layers and wall jets on rough surfaces.” Ph.D. thesis, Univ. of Saskatchewan, Saskatchewan, Canada.
Trevethan, M., Chanson, H., and Brown, R. J. (2006). “Two series of detailed turbulence measurements in a small subtropical estuarine system.” Rep. No. CH58/06, Div. of Civil Engineering, The Univ. of Queensland, Brisbane, Australia.
Voulgaris, G., and Meyers, S. T. (2004). “Temporal variability of hydrodynamics, sediment concentration and sediment settling in a tidal creek.” Cont. Shelf Res., 24, 1659–1683.
Xie, Q. (1998). “Turbulent flows in non-uniform open channels: Experimental measurements and numerical modelling.” Ph.D. thesis, Univ. Of Queensland, Brisbane, Australia.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 11November 2008
Pages: 1665 - 1670

History

Received: Dec 28, 2006
Accepted: Mar 13, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Authors

Affiliations

Mark Trevethan
Ph.D. Graduate, Division of Civil Engineering, The Univ. of Queensland, Brisbane QLD 4072, Australia.
Hubert Chanson
Professor, Division of Civil Engineering, The Univ. of Queensland, Brisbane QLD 4072, Australia (corresponding author). E-mail: [email protected]
Richard Brown
Senior Lecturer, School of Engineering Systems, Q.U.T., Brisbane QLD 4000, Australia.

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