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Sluice Gate Discharge Calculation. H = elevation height (m) ρ = density. Q = v 2 y 2.
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It is connected to the power station on. The discharge coefficient (cd) for a slide gate is a function of the geometric and hydraulic characteristics of. V 2 = c d (2gy 1) 1/2.
(2009) Journal Of Hydraulic Engineering, Vol.
Hydraulic experiments on sluice gate discharge. The submerged hydraulic condition of a typical sluice gate is depicted in fig. This study investigates five models’
• V2 = Cd (2Gy1)1/2.
It is coaxial with the main dam. The design flood level of the reservoir is 613.45 m,. Q = v 2 y 2.
Water Acts On Both Sides Of A Sluice Gate As Shown In Figure.
The proposed equation for the coefficient of discharge using gep and available existing data produces better results (r 2 = 0.935 and rmse = 0.0658) compared to the. Introduction sluice gates are devices commonly used for flow control in irrigation canals. Discharge under a sluice gate.
Through Calculation, The Three Gate.
The resultant pressure on the sluice gate is obtained as follows: The discharge coefficient (cd) for a slide gate is a function of the geometric and hydraulic characteristics of. V 2 = c d (2gy 1) 1/2.
The Water Passes Under The Gate As It Moves Over The Spillway.
C d = c c /[1 + c c (y 2 /y 1)] 1/2. C c = y 3 /y 2. Seale the side between the sluice gate and channel wall to ensure zero leakage.
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