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a. The velocity before the jump b. The depth after the jump c. The velocity after the jump d. The energy dissipated in the jump. 87

a. The velocity before the jump b. The depth after the jump c. The velocity after the jump d. The energy dissipated in the jump. 87

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water is being discharged from a reservoir under a sluice gate at the rate of 10m into a horizontal rectangular channel, 3m wide, made of unfinished formed concrete. At a point where the depth is Im, a hydraulic jump is observed to occur. Determine the following: a. The velocity before the jump b. The depth after the jump c. The velocity after the jump d. The energy dissipated in the jump. Sluice gate y₁ = 1 m 87 The attached table is required to select design data required to estimate the flow rates for a long-throated flume with different Head (H). It is well-known that the flow rate falls within a range of 6.0 to 9.0 ft³/s. Consider a rectangular, a trapezoidal, and a circular channel. Use a head range between 0.2ft to 0.5ft and an interval of 0.1 ft. Estimate the discharge values.
Transcribed Image Text:Water is being discharged from a reservoir under a sluice gate at the rate of 10m into a horizontal rectangular channel, 3m wide, made of unfinished formed concrete. At a point where the depth is Im, a hydraulic jump is observed to occur. Determine the following: a. The velocity before the jump b. The depth after the jump c. The velocity after the jump d. The energy dissipated in the jump. Sluice gate y₁ = 1 m 87 The attached table is required to select design data required to estimate the flow rates for a long-throated flume with different Head (H). It is well-known that the flow rate falls within a range of 6.0 to 9.0 ft³/s. Consider a rectangular, a trapezoidal, and a circular channel. Use a head range between 0.2ft to 0.5ft and an interval of 0.1 ft. Estimate the discharge values.
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