Numerical Simulation of the effect of simple and T-shaped dikes on turbulent flow field and sediment scour/deposition around diversion intakes

Authors:

Sepehr Mortazavi Farsani,Najaf Hedayat,Nelia sadeghi Khoveigani,

DOI NO:

https://doi.org/10.26782/jmcms.2019.08.00017

Keywords:

T-shaped dikes,turbulent flow field,sediment scour,diversion intakes,

Abstract

The interaction of flow patterns with the movements of live bed of natural channels is a complex 3D process which requires precise investigation in different scenarios to be fully understood. This study effort to investigate the flow patterns and its effect on the formation of scour holes and deposition stacks in the vicinity of a diversion channel entrance considering the presence of a single dike with various lengths normal to flow and different simple and T-shaped models. Results indicated that Dike shape and its length normal to flow significantly affects the ratio of diverted discharge, volume of sediment transport into the diversion channel, and volume and depth of the scour holes as well as the shape, height and location of the formation of the deposition stack. Increasing the length of wing for the T-shaped dikes could decrease the depth and span of the scour holes efficiently as well reducing the dimensions of deposition stack to form out of the diversion channel.

Refference:

I. Barkdoll, B.D., Ettema, R., Odgaard, A.J. Sediment control at lateral
diversions: Limits and enhancements to vane use. Journal of Hydraulic
Engineering, 125(8), 862-870. http://dx.doi.org/10.1061/(ASCE)0733-
9429(1999)125:8(862), 1999.
II. Duan, J. G.. Mean Flow and Turbulence around a Laboratory Spur Dike.
Journal of Hydraulic Engineering Vol. 135, No. 10, 803-811, 2009.
III. Hassanpour, F., Ayoubzadeh, S.A., Ghoddasian, M., Vali Samani, G.M.
Effect of submerged vanes on dewatering and longitudinal profile of water
level in vicinity of 90-degree side basins. Journal of Development of Natural
Resources, 77, 104-114, 2007.
IV. Kasthuri, B., Pundarikanthan, N.V. Discussion of “Separation zone at
open‐channel junctions” by James L. Best and Ian Reid (November, 1984).
Journal of Hydraulic Engineering, 113(4), 543-544.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1987)113:4(543), 1987.
V. Kuhnle R.A., Alonso, C. V., Shields, D. Geometry Of Scour Holes
Associated With 90ᵒ Spur Dikes.J. Hydraul. Eng. 1999.125:972-978, 1999.
VI. Masjedi and E P Foroushani, Experimental effect of flow depth on ratio
discharge in lateral intakes in river bend. 26th IAHR Symposium on
Hydraulic Machinery and Systems, 2012.
VII. Nazari Giglou, A. Mccorquodale, J. A., Solari. L. Numerical study on the
effect of the spur dikes on sedimentation pattern. Ain Shams Engineering
Journal, 2017.

VIII. Neary, V.S., Odgaard, A.J. Three‐dimensional flow structure at open‐channel
diversions. Journal of Hydraulic Engineering, 119(11), 1223-1230.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1993)119:11(1223), 1993.
IX. Neary, V.S., Sotiropoulos, F., Odgaard, A.J. Three-dimensional numerical
model of lateral-intake in flows. Journal of Hydraulic Engineering, 125(2),
126-140. http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:2(126),
1999.
X. Uijttewaal WSJ. Effects of groyne layout on the flow in groyne fields:
laboratory experiments. J Hydraul Eng ASCE, 131(9):782–91, 2005.
XI. Vaghefi, M., Ghodsian, M., Salehi Neyshabouri, S. A. A. Experimental Study
on Scour around a T-Shaped Spur Dike in a Channel Bend. Journal of
Hydraulic Engineering, Vol. 138, No. 5, 2012.
XII. Vaghefi, M., Safarpoor, Y., and Hashemi, S. S. Effects of distance between
the T-shaped spur dikes on flow and scour patterns in 90 bend using the
SSIIM model. Ain Shams Engineering Journal, 7, 31–45, 2016.
XIII. Xuelin T, Xiang D, Zhicong C. Large eddy simulations of three-dimensional
flows around a spur dike. J Tsinghua Sci Technol, 11(1):117–23, 2006.
XIV. Xuelin T. Experimental and numerical investigations on secondary flows and
sedimentations behind a spur dike. J Hydrodyn Ser B, 19(1):23–9, 2007.

 

View Download