Simulation studies on different design parameters of spurs (Groynes)
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Date
1995
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Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur
Abstract
The Use of spurs as river training measure has proved to be an effective means of protecting river bank and their design requires indepth knowledge about its parameters related to the solution of a specific river training problem. To analyse various design parameters of spurs, a simulation study was conducted at KERI,Peechi. Characteristics such as flow pattern, velocity distribution and scour pattern was analysed for different spur lengths 25 cm, 35 cm, 45 cm and 55 cm, spur angles 900, 1000, 1100 and 1200, spur spacings 2L, 3L, 4L and 5L and for discharge rates 14.14 1ps, 28.28 1 ps and 42.42 1 ps. Single spur and multiple spur scheme were tested on rigid as well as mobile bed condition. The analysis of the obtained flow pattern, velocity distribution and scour pattern reveals that the specified design parameters have a significant effect on flow diversion, length of bank protected, maximum scour depth at the spur nose, percentage increase in velocity at opposite bank etc. The analysis of the present study also led to conclusion that L/B ratio of 0.19, spure angle of 900 was the best combination for single spur study and the same with a spacing of 5L was most effective for multiple spur scheme.
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170621