Design an intake tower with gates meet the following requirement: • Nomal water surface elevation = 90 m mean sea level • Max. reservoir elevation = 96 m msl • Min. reservoir elevation = 80 m msl • Bottom elevation = 71 m msl • Flow rate = 57369.6 m³/day., Velocity = 0.083 m/s • c= 0.6, Density for water =1000 kg/m³, Density for concrete =2310 kg/m³ Estimate water elevation that make safety factor =1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design an intake tower with gates meet the following requirement:
• Nomal water surface elevation = 90 m mean sea level
• Max. reservoir elevation = 96 m msl
• Min. reservoir elevation = 80 m msl
• Bottom elevation = 71 m msl
• Flow rate = 57369.6 m³/day., Velocity = 0.083 m/s
• = 0.6 , Density for water =1000 kg/m³ , Density for concrete =2310 kg/m
Estimate water elevation that make safety factor =1
4.5m
Uppr gate
2m
2m
Gate
Lower gate
1m
6m
2 m
4 m
2 m
2m
Transcribed Image Text:Design an intake tower with gates meet the following requirement: • Nomal water surface elevation = 90 m mean sea level • Max. reservoir elevation = 96 m msl • Min. reservoir elevation = 80 m msl • Bottom elevation = 71 m msl • Flow rate = 57369.6 m³/day., Velocity = 0.083 m/s • = 0.6 , Density for water =1000 kg/m³ , Density for concrete =2310 kg/m Estimate water elevation that make safety factor =1 4.5m Uppr gate 2m 2m Gate Lower gate 1m 6m 2 m 4 m 2 m 2m
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