TECHNICAL PAPERS
Jan 1, 2007

Effect of Upward Seepage on Scour and Flow Downstream of an Apron due to Submerged Jets

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 1

Abstract

The upward seepage through the bed sediment downstream of an apron of a sluice gate structure is a common occurrence due to afflux of the flow level between the upstream and downstream reaches of a sluice gate. The result of an experimental investigation on the characteristics of the scour hole and the flow-field downstream of an apron due to submerged jets under the influence of upward seepage through the bed sediment is presented. Experiments were run for the conditions of submerged jets, having submergence factors from 0.99 to 1.72 and jet Froude numbers from 3.15 to 4.87, over beds of sediments (median sizes=0.8 , 1.86, and 3mm ) downstream of an apron under upward seepage velocities. The characteristic lengths of the scour hole determined from the scour profiles are: the maximum equilibrium scour depth, the horizontal distance of the location of maximum scour depth from the edge of the apron, the horizontal extent of the scour hole from the edge of the apron, the dune height, and the horizontal distance of the dune crest from the edge of the apron, all of which were found to increase with an increase in the seepage velocity. Using experimental results, the time variation of the scour depth is scaled by an exponential law, where the nondimensional time scale decreases linearly with an increase in the ratio of the seepage velocity to the issuing jet velocity. The flow field in the submerged jets over both the apron and within the scour hole was detected using an acoustic Doppler velocimeter. The vertical distributions of time-averaged velocities, turbulence intensities and Reynolds stress at different streamwise distances, and the horizontal distribution of bed-shear stress are plotted for the conditions of scour holes with and without upward seepage. Vector plots of the flow field show that the rate of decay of the submerged jet decreases with an increase in the seepage velocity. The flow characteristics in the scour holes are analyzed in the context of the influence of upward seepage velocity on the decay of the velocity and turbulence intensities and the growth of the boundary layer.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 1January 2007
Pages: 59 - 69

History

Received: Apr 26, 2005
Accepted: Mar 3, 2006
Published online: Jan 1, 2007
Published in print: Jan 2007

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Authors

Affiliations

Subhasish Dey [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India. E-mail: [email protected]
Arindam Sarkar
Doctoral Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India.

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