Technical Notes
Mar 3, 2012

Separation Zone in Flow past a Spur Dyke on Rigid Bed Meandering Channel

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Publication: Journal of Hydraulic Engineering
Volume 138, Issue 10

Abstract

Flow past a spur dyke on a rigid bed meandering channel with a trapezoidal cross section has been studied experimentally. An acoustic Doppler velocimeter (ADV) was used to measure the velocities. The results show that length of the downstream separation zone changes according to the location of the spur dyke. It varies from 4.0 to 22.8 times the spur dyke length. In addition, the separation zone at higher elevations is wider compared to that near the bed for most of the locations of the spur dyke. The effect of contraction ratio and inflow Froude number on separation zone is also presented.

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References

Dey, S., and Barbhuiya, A. K. (2005). “Time variation of scour at abutments.” J. Hydraul. Eng., 131(1), 11–23.
Duan, J. G. (2009). “Mean flow and turbulence around a laboratory spur dike.” J. Hydraul. Eng., 135(10), 803–811.
Ettema, R., and Muste, M. (2004). “Scale effects in flume experiments on flow around a spur dike in flatbed channel.” J. Hydraul. Eng., 130(7), 635–646.
Giri, S., Shimizu, Y., and Surajate, B. (2004). “Laboratory measurement and numerical simulation of flow and turbulence in a meandering-like flume with spurs.” Flow Meas. Instrum., 15(5–6), 301–309.
Koken, M. (2011). “Coherent structures around isolated spur dykes at various approach flow angles.” J. Hydraul. Res., 49(6), 736–743.
Koken, M., and Constantinescu, G. (2008). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 2. Conditions corresponding to the final stages of the erosion and deposition process.” Water Resour. Res., 44, W08407.
Molls, T. R., and Chaudhry, M. H. (1995). “A depth-averaged open-channel flow model.” J. Hydraul. Eng., 121(6), 453–465.
Nagata, N., Hosoda, T., Nakata, T., and Muramoto, Y. (2005). “Three dimensional numerical model for flow and bed deformation around river hydraulic structures.” J. Hydraul. Eng., 131(12), 1074–1087.
Nortek. (2011). “Vectrino.” 〈http://www.nortek-as.com/lib/data-sheets/datasheet-vectrino-lab〉 (Oct. 10, 2009).
Ouillon, S., and Dartus, D. (1997). “Three-dimensional computation of flow around groyne.” J. Hydraul. Eng., 123(11), 962–970.
Rajaratnam, N., and Nwachukwa, B. A. (1983). “Flow near groin-like structures.” J. Hydraul. Eng., 109(3), 463–480.
Sharma, K., and Mohapatra, P. K. (2009). “Numerical study of reattachment length for flow past spur dyke in a meandering channel.” Proc., River Hydraulics 2009, Indian Society of Hydraulics, Khadakwasla, India, 124–132.
Tingsanchali, T., and Mahesawaran, S. (1990). “2D depth-averaged flow computation near groyne.” J. Hydraul. Eng., 116(1), 71–86.
Wahl, T. L. (2003). “Discussion of despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng., 129(6), 484–487.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 10October 2012
Pages: 897 - 901

History

Received: Dec 4, 2010
Accepted: Feb 29, 2012
Published online: Mar 3, 2012
Published in print: Oct 1, 2012

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Authors

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Kedar Sharma [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kalyanpur, Kanpur, India-208016. E-mail: [email protected]
Pranab K. Mohapatra [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kalyanpur, Kanpur, India-208016 (corresponding author). E-mail: [email protected]

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