calculate the total head losses for invert siphon required under road if the bed width of canal is 175cm,depth of flow 150cm ,side slope 1:1 ,velocity 0.82 m/sec, K1=0.2,K2=0.3,K screen=0.2, K elbow = 0.05 ,siphon roughness=0.013, length of siphon =41.30m, D=145.8 cm
calculate the total head losses for invert siphon required under road if the bed width of canal is 175cm,depth of flow 150cm ,side slope 1:1 ,velocity 0.82 m/sec, K1=0.2,K2=0.3,K screen=0.2, K elbow = 0.05 ,siphon roughness=0.013, length of siphon =41.30m, D=145.8 cm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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