The control of hydraulic jump through thin-crested sills in a trapezoidal channel was studied theoretically as well as experimentally. The experiments were conducted in a specially designed stilling basin for 1:1 side slope. The results show that for a given side slope, end sill increases the stability of the jump within the stilling basin. It also causes a 13-15 percent reduction in the length of jump and negligible changes of the sequent depth as compared with the jumps occurring in a trapezoidal section with no sill. Finally, a relationship has been proposed for the design of the height and for the location of the sill to control the jump for a wide range of conditions.
Khorshidi, M. , Omid, M. H. and Hoorfar, A. (2010). Control of Hydrauli Jump through Sill in a Trapezoidal Channel. Iranian Journal of Soil and Water Research, 39(1), -.
MLA
Khorshidi, M. , , Omid, M. H. , and Hoorfar, A. . "Control of Hydrauli Jump through Sill in a Trapezoidal Channel", Iranian Journal of Soil and Water Research, 39, 1, 2010, -.
HARVARD
Khorshidi, M., Omid, M. H., Hoorfar, A. (2010). 'Control of Hydrauli Jump through Sill in a Trapezoidal Channel', Iranian Journal of Soil and Water Research, 39(1), pp. -.
CHICAGO
M. Khorshidi , M. H. Omid and A. Hoorfar, "Control of Hydrauli Jump through Sill in a Trapezoidal Channel," Iranian Journal of Soil and Water Research, 39 1 (2010): -,
VANCOUVER
Khorshidi, M., Omid, M. H., Hoorfar, A. Control of Hydrauli Jump through Sill in a Trapezoidal Channel. Iranian Journal of Soil and Water Research, 2010; 39(1): -.
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