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

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

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

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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