3. If a contracted rectangular sharp crested weir, 2m long is used. a. 587 c. 523 d. 563 b. 532

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve part c only
Solve for the discharge of the weir having a head of 0.30m in L/s.
1.If a 90° triangular weir is used.
a. 45.12
c. 85.42
b. 69.01
d. 73.31
2. If a trapezoidal weir with sides inclined 14.04° with the vertical and
a length of crest of 2m.
a. 509
c.
641
b. 593
d. 611
3. If a contracted rectangular sharp crested weir, 2m long is used.
a. 587
c. 523
b. 532
d. 563
Transcribed Image Text:Solve for the discharge of the weir having a head of 0.30m in L/s. 1.If a 90° triangular weir is used. a. 45.12 c. 85.42 b. 69.01 d. 73.31 2. If a trapezoidal weir with sides inclined 14.04° with the vertical and a length of crest of 2m. a. 509 c. 641 b. 593 d. 611 3. If a contracted rectangular sharp crested weir, 2m long is used. a. 587 c. 523 b. 532 d. 563
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