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Design rectangular channel in formed unfinished concrete Q-5.75 m3/s 0.017 S-1.2% Normal depth-% of the widtirof the channel Since we have to desig the channel- the equation that should be used Q=AV AR RHS is known RIUS 00175.750 012) 00892 =DBy Now we kiea thatyb アルタツ Express AreEa and the hvdraulic radius in terms ofE

Design rectangular channel in formed unfinished concrete Q-5.75 m3/s 0.017 S-1.2% Normal depth-% of the widtirof the channel Since we have to desig the channel- the equation that should be used Q=AV AR RHS is known RIUS 00175.750 012) 00892 =DBy Now we kiea thatyb アルタツ Express AreEa and the hvdraulic radius in terms ofE

Structural Analysis
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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Design rectangular channel in formed unfinished concrete. 0-5.75 m3/s 0.017 S-1.2% Normal depth-% of the widtrof the channel Since we have to design the channel-the equation that should be used AV AR RHS is known Now wekao thaiy 62 Express Area and the hvdrautic radius in terms ofE
Transcribed Image Text:Design rectangular channel in formed unfinished concrete. 0-5.75 m3/s 0.017 S-1.2% Normal depth-% of the widtrof the channel Since we have to design the channel-the equation that should be used AV AR RHS is known Now wekao thaiy 62 Express Area and the hvdrautic radius in terms ofE
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