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A circular sewer carries flow of 400 I/sec when running 3/4 full with slope 0.002. Find the velocity of flow (n= 0.013). (Note when d/D=0.75 (from curve) q/Q= 0.92 and v/V= 1.15). * O - 1.04 m/s = 1.20 m/s O = 2.104 m/s = 0.104 m/s

A circular sewer carries flow of 400 I/sec when running 3/4 full with slope 0.002. Find the velocity of flow (n= 0.013). (Note when d/D=0.75 (from curve) q/Q= 0.92 and v/V= 1.15). * O - 1.04 m/s = 1.20 m/s O = 2.104 m/s = 0.104 m/s

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A circular sewer carries flow of 400 I/sec when running 3/4 full with slope 0.002. Find the velocity of flow (n= 0.013). (Note when d/D=0.75 (from curve) q/Q= 0.92 and v/V= 1.15). * O = 1.04 m/s = 1.20 m/s O = 2.104 m/s = 0.104 m/s
Transcribed Image Text:A circular sewer carries flow of 400 I/sec when running 3/4 full with slope 0.002. Find the velocity of flow (n= 0.013). (Note when d/D=0.75 (from curve) q/Q= 0.92 and v/V= 1.15). * O = 1.04 m/s = 1.20 m/s O = 2.104 m/s = 0.104 m/s
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