SITUATION 7: Water flows over a spillway into a stilling basin 20 m wide. Before the jump, the water has a depth of 1 m and a velocity of 18 m/sec. Determine: 16. The initial Froude Number before the jump. а. 2.35 C. 5.75 b. 4.25 d. 6.35 17. The depth of flow after the jump. a. 7.64 m C. 5.64 m b. 6.64 m d. 4.64 m 18. The head loss in the jump. а. 3.59 C. 9.59 b. 6.59 d. 1.59

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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d. 6.35
SITUATION 7:
Water flows over a spillway into a stilling
basin 20 m wide. Before the jump, the
water has a depth of 1 m and a velocity
of 18 m/sec. Determine
16. The initial Froude Number before the
jump.
а. 2.35
C. 5.75
b. 4.25
d. 6.35
17. The depth of flow after the jump.
а. 7.64 m
¢. 5.64 m
b. 6.64 m
d. 4.64 m
18. The head loss in the jump.
а. 3.59
C. 9.59
b. 6.59
d. 1.59
Transcribed Image Text:d. 6.35 SITUATION 7: Water flows over a spillway into a stilling basin 20 m wide. Before the jump, the water has a depth of 1 m and a velocity of 18 m/sec. Determine 16. The initial Froude Number before the jump. а. 2.35 C. 5.75 b. 4.25 d. 6.35 17. The depth of flow after the jump. а. 7.64 m ¢. 5.64 m b. 6.64 m d. 4.64 m 18. The head loss in the jump. а. 3.59 C. 9.59 b. 6.59 d. 1.59
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