WebSep 1, 2014 · The discharge coefficient ( Cd) of sluice gates under submerged flow condition is computed based on a study of sluice gate discharge calculation performed in Rajaratnam and Subramanya, and they expressed the discharge through a sluice gate as: (4) C d = Q Gb t 2 gH where H = the upstream water depth to the tail water depth ( H = HU − … WebSluice gates rate low in terms of head loss; however, for this application, the gate is part of the site and will not provide additional head loss. Based on our highest priority, current metering, a long-throated flume or rating the headgate are good choices. Next, consider the cost of devices including: initial cost, data collection time, and ...
HEC‑RAS Bridge High Flow Computations - Knowledge …
Web5. Check the water depth along the length of channel, it should be constant to prove that the slope of bed is zero. 6. Position the sluice gate at the height of 37mm from the bed of channel. 7. Seale the side between the sluice gate and channel wall to ensure zero leakage. 8. Note down the width of channel. 9. WebThese parameters were used in the orifice flow formula to calculate the flow rate.【Result】The critical ratio of orifice flow to weir flow was close to 1, the Froude number was … port forward ping
Sluice Gate Experiment - California State University, Sacramento
WebJul 28, 2024 · Sluice gates are commonly used to measure water discharge and to adjust the water level in open canals. Estimation of head loss (ΔE) and discharge coefficients (Cd) for a sluice gate is essential for the design of open canals. Depending on the downstream water level, free or submerged flow conditions may occur. Although there have been some … WebThe K-value, Resistance Coefficient, Velocity Head, Excess Head or Crane method allows the user to characterise the pressure loss through fittings in a a pipe. The K-value represents the multiple of velocity heads that will be lost by fluid passing through the fitting. WebApr 12, 2024 · Expert Answer. Water is flowing in a rectangular channel of 5 m wide with a rate of 50 m3/s. A sluice gate decreases the depth to 1.5 m and a hydraulic jump is formed downstream. Determine sequent depth (depth after the jump= y2 ) and loss of energy in KW. a) The sequent depth (depth after the jump= = y2 ) in m - b) Head loss in m - c) Loss of ... irish translation irish to english