Q3:- Design an overflow spillway section for a design discharge of 4820 m³/s. The upstream water surface level is at elevation 128m and the bed channel elevation is 100m. The spillway having a vertical U/s face with 100m long. Then what is the maximum discharge that can be passed over this spillway without cavitation. 0.50 0.48 0.46 ha CD 0.44 HD 0.42 P 0.40 Q-CD V2g LH2 0.38 1.5 2.0 2.5 0 0.5 1.0 3.0
Q3:- Design an overflow spillway section for a design discharge of 4820 m³/s. The upstream water surface level is at elevation 128m and the bed channel elevation is 100m. The spillway having a vertical U/s face with 100m long. Then what is the maximum discharge that can be passed over this spillway without cavitation. 0.50 0.48 0.46 ha CD 0.44 HD 0.42 P 0.40 Q-CD V2g LH2 0.38 1.5 2.0 2.5 0 0.5 1.0 3.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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