Chapter
Apr 26, 2012

Comparison of Mean Flow and Turbulence around Experimental Spur Dike

Publication: World Environmental and Water Resources Congress 2009: Great Rivers

Abstract

An acoustic Doppler velocimeter was used to measure flow and turbulence around an experimental spur dike in a flat and a scoured bed. Differences of mean velocity, turbulent intensity and Reynolds stresses between these two flow fields were compared and analyzed. Upon the formation of scour hole, mean flow velocities in the downstream and lateral directions were reduced, but increased in the vertical direction. The turbulence intensities (u' and v') are much larger, and the vertical component (w') is smaller than that in the flat bed. Bed shear stresses determined from near-bed Reynolds stresses in the scoured bed were smaller than that in the flat bed. These results indicated that local scour has not only significantly reduced bed shear but also contributed to the increase of turbulence intensities in the scouring zone.

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Go to World Environmental and Water Resources Congress 2009
World Environmental and Water Resources Congress 2009: Great Rivers
Pages: 1 - 10

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Published online: Apr 26, 2012

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Jennifer G. Duan [email protected].
Assistant Professor, Department of Civil Engineering, University of Arizona, 1209 E. 2nd Street, Tucson, AZ 85721. E-mail: [email protected].
Li He
Visiting Scholar, Department of Civil Engineering and Engineering Mechanics, University of Arizona; formerly, Ph.D. Candidate, State Key Lab of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing, P.R. China.

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