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Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road Saen D/S 1.5 m ,0.2 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal d 7.5 m 26.8 m 7.5 m

Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road Saen D/S 1.5 m ,0.2 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal d 7.5 m 26.8 m 7.5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road D/S Scren 0.2 m 1.5 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal 7.5 m 26.8 m 7.5 m
Transcribed Image Text:Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with 0.2m head loss. The velocity in the canal is 0.85 m/ sec and the depth of water in the canal 1.5m. Safety screen are provided of entry and exit. The inverted siphon has 22.5 ° elbows of each end. The site dimension are shown as below. (Take n= 0.013, Ki= 0.2, Ko= 0.3, Kscreens= 0.2, Kelbows= 0.05) US Main Road D/S Scren 0.2 m 1.5 m B.L. of Canal Earth Filling 1.5 m B.L. of Canal 7.5 m 26.8 m 7.5 m
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