4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61 A) If V-notch were used, 0 = 75⁰ B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m C) If a rectangular weir 2 m long is used

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61
A) If V-notch were used, 0 = 75°
B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m
C) If a rectangular weir 2 m long is used
Transcribed Image Text:4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61 A) If V-notch were used, 0 = 75° B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m C) If a rectangular weir 2 m long is used
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