Q1/ Design an intake tower with gates meets the following requirement: Bottom elevation-64 m msl, min. elevation-81 m msl normal elevation=92 m msl, max, elevation-93 m msl flow rate-1.3125 m'/s, v=0.07 m/s, coefficient of discharge (0.772), concrete density-2259 kg/m'. find crown and invert elevation for all gate, and safety factor. Evaluate tower stability.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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sanitary engineering
01/ Design an intake tower with gates meets the following requirement:
Bottom elevation-64 m msl, min. elevation-81 m msl
normal elevation=92 m msl, max. elevation=93 m msl
flow rate-1.3125 m'/s, v-0.07 m/s, coefficient of discharge (0.72), concrete density-2259 kg/m.
find crown and invert elevation for all gate, and safety factor. Evaluate tower stability.
1.5m
Uppr gate
3m
2.5m
Gate
Lower gate
1.2
m
9.4m
1.5m
2.5m
[1.5m
2.5m
Transcribed Image Text:sanitary engineering 01/ Design an intake tower with gates meets the following requirement: Bottom elevation-64 m msl, min. elevation-81 m msl normal elevation=92 m msl, max. elevation=93 m msl flow rate-1.3125 m'/s, v-0.07 m/s, coefficient of discharge (0.72), concrete density-2259 kg/m. find crown and invert elevation for all gate, and safety factor. Evaluate tower stability. 1.5m Uppr gate 3m 2.5m Gate Lower gate 1.2 m 9.4m 1.5m 2.5m [1.5m 2.5m
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