3.2.A distributary head regulator for a rectangular canal which take off water frommain canal with the following data:Main canalDistributary canalQ=22m /secMax.discharge=3m"/secBed level-49.51mBed level-50.6mWater level=51.9mWater level=51.8mDepth of flow-2.39mDepth of water=1.2mFlood level=52.14mBed width-2mBed width=5mIf the silt factor is 1,the horizontal length of floor-13.2m,U/S and D/S ends with 1.2mdepth of cut off.a) Find the clear water way of distributary regulator(cd=0.82)b)Check the depth of D/S cut off.

Given data: Side slope m=1.1 m = 1…

Answered: )Find the clear water way of…

Engineering

Civil Engineering

)Find the clear water way of distributary regulator(cd-0.82) )Check the depth of D/S cut off.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Problem 1P

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British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

3.2.A distributary head regulator for a rectangular canal which take off water from
main canal with the following data:
Main canal
Distributary canal
Q=22m /sec
Max.discharge=3m"/sec
Bed level-49.51m
Bed level-50.6m
Water level=51.9m
Water level=51.8m
Depth of flow-2.39m
Depth of water=1.2m
Flood level=52.14m
Bed width-2m
Bed width=5m
If the silt factor is 1,the horizontal length of floor-13.2m,U/S and D/S ends with 1.2m
depth of cut off.
a) Find the clear water way of distributary regulator(cd=0.82)
b)Check the depth of D/S cut off.

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