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Aug 1, 2007

Double-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: Applications

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Publication: Journal of Hydraulic Engineering
Volume 133, Issue 8

Abstract

The paper briefly outlines the double-averaging methodology for studying environmental rough-bed flows. It focuses on the applications of this methodology in environmental hydraulics by providing several examples illustrating advantages of this methodology over conventional approaches. Examples include: (1) identification of specific flow layers and flow types; (2) vertical distribution of the double-averaged velocity between the roughness tops and troughs; (3) vertical distribution of momentum fluxes and sinks for typical roughness types due to turbulence, mean flow heterogeneity, secondary currents, form drag, and viscous drag; (4) estimates of form-induced (dispersive) stresses and evaluation of their structure using quadrant analysis; and (5) closure development for mass-transfer-uptake processes for stream periphyton. These examples illustrate the advantages of the double-averaging methodology over conventional approaches as well as highlight its potential for studying flows over very rough beds, highly mobile beds, permeable beds, and surface–subsurface exchanges of mass, heat, and momentum. This methodology may also significantly improve research tools for studying a wide range of flow–biota interaction phenomena such as those related to aquatic plants, mussel communities, biofilms, and many others.

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Acknowledgments

The research was partly funded by the Foundation for Research Science and Technology (UNSPECIFIEDC01X0307 and UNSPECIFIEDC01X0308) and the Marsden Fund (UNSPECIFIEDUOA220, UNSPECIFIEDLCR203) administered by the New Zealand Royal Society (New Zealand), Grant No. EPSRC-GBGR/R51865 from the Engineering and Physical Sciences Research Council of the UK, Grant Nos. 447 DFGNSL-11l/01/1 and DFGDI 651/4-1 from DFG (Deutsche Forschungsgemeinschaft, Germany), and Grant Nos. NSFCTS-8911359, NSFCTS-9217804, NSFCTS-9634261 from the National Science Foundation. The writers are grateful for useful discussions and suggestions to B. Biggs, J. Finnigan, D. Goring, G. Katul, S. Larned, V. C. Patel, M. Raupach, B. Melville, and R. Spigel and to all participants of the “double-averaging” workshops in Belgium/Wavre (2002), Greece/Thessalonica (2003), Spain/Madrid (2004), Scotland/Aberdeen (2005), and Portugal/Lisbon (2006). Three reviewers and the Associate Editor provided useful comments that helped to improve the manuscript.

References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 8August 2007
Pages: 884 - 895

History

Received: Jul 27, 2005
Accepted: Oct 24, 2006
Published online: Aug 1, 2007
Published in print: Aug 2007

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Authors

Affiliations

Vladimir Nikora
Professor, Dept. of Engineering, Univ. of Aberdeen, Aberdeen, AB24 3UE, U.K. E-mail: [email protected]
Stephen McLean
Professor, Dept. of Mechanical Engineering, Univ. of California at Santa Barbara, Santa Barbara, CA.
Stephen Coleman
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.
Dubravka Pokrajac
Senior Lecturer, Dept. of Engineering, Univ. of Aberdeen, Aberdeen, AB24 3UE, U.K.
Ian McEwan
Reader, Dept. of Engineering, Univ. of Aberdeen, Aberdeen, AB24 3UE, U.K.
Lorna Campbell
Research Assistant, Dept. of Engineering, Univ. of Aberdeen, Aberdeen, AB24 3UE, U.K.
Jochen Aberle
Research Associate, Leichtweiss-Institute for Hydraulic Engineering, Technical Univ. of Braunschweig, Braunschweig, Germany.
Dougal Clunie
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.
Katinka Koll
Research Associate, Leichtweiss-Institute for Hydraulic Engineering, Technical Univ. of Braunschweig, Braunschweig, Germany.

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