Design an inverted syphon required to pass canal discharge of 4.2 m³/sec under a canal with 0.3 m head loss. The velocity in the canal is 0.91 m/sec and depth of water is 1.5 m. Safety screens are provided at entry and exit. The inverted siphon has 22.5° elbows at each end. The total length of the syphon is 40 m. Manning's n conc.=0.012. Use (K entry = 0.2, K exit 0.3, K 0.2, K exit 0.3, K screens = 0.2 and K 0.2 and K elbows 0.05)

Design an inverted syphon required to pass canal discharge of 4.2 m³/sec under a canal with 0.3 m head loss. The velocity in the canal is 0.91 m/sec and depth of water is 1.5 m. Safety screens are provided at entry and exit. The inverted siphon has 22.5° elbows at each end. The total length of the syphon is 40 m. Manning's n conc.=0.012. Use (K entry = 0.2, K exit 0.3, K 0.2, K exit 0.3, K screens = 0.2 and K 0.2 and K elbows 0.05)

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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