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

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

Section: Chapter Questions

Problem 1P

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

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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