Ex:2 Design a suitable head regulator at the main channel for the following data Main channel Offtaking channel Max discharge Full supply level 15m3/s 200m 199.3m Bed level 197.5m 197.9m Bed width 15m 2.5m Depth of water Safe exit gradient |coefficient of discharge for free discharge Cd1 coefficient of discharge for submerged 0.8 partition discharge Cd2 1.4m 1/6 0.577

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Ex:2 Design a suitable head regulator at the main channel for the following data
Main channel
Offtaking channel
Max discharge
15m3/s
Full supply level
200m
199.3m
Bed level
197.5m
197.9m
Bed width
15m
2.5m
Depth of water
Safe exit gradient
|coefficient of discharge for free
discharge Cd1
coefficient of discharge for submerged 0.8
partition discharge Cd2
1.4m
1/6
0.577
Transcribed Image Text:Ex:2 Design a suitable head regulator at the main channel for the following data Main channel Offtaking channel Max discharge 15m3/s Full supply level 200m 199.3m Bed level 197.5m 197.9m Bed width 15m 2.5m Depth of water Safe exit gradient |coefficient of discharge for free discharge Cd1 coefficient of discharge for submerged 0.8 partition discharge Cd2 1.4m 1/6 0.577
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