Determine the net length of crest and estimate the shape of downstream ogee spillway section having a vertical upstream face. The design discharge is 1.15 V/s. The elevation of crest is 89.5 m and the bed channel elevation 84.0 m. The allowable upstream water surface at elevation 92 m. If ka = 0.2, kp 0.01, N = 5 %3D and C = 2.2 Using the equation below to draw the downstream crest and intersect with 1:1 inclined slope plane. X' = 2( H, ) Y %3D
Determine the net length of crest and estimate the shape of downstream ogee spillway section having a vertical upstream face. The design discharge is 1.15 V/s. The elevation of crest is 89.5 m and the bed channel elevation 84.0 m. The allowable upstream water surface at elevation 92 m. If ka = 0.2, kp 0.01, N = 5 %3D and C = 2.2 Using the equation below to draw the downstream crest and intersect with 1:1 inclined slope plane. X' = 2( H, ) Y %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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