: The following waste water collection system is given below with the length of the channels, areas that served by each channel and their population intensities. A constant discharge with 25 Vs is added to the system from manhole 2. a) According to given information, design the channels using Kutter Formula (m=0.35). Assume 24 hours water usage is removed in 16 hours through the sewage system. Available pipe diameters: o 300, 400, 500, 600.mm, maxq 200 It/day/capita, (h/D)maK90, b) Explain why the waste water conduits is not allowable to be flowed completely full or pressured. 100 R VRJ m+ VR (40) (41) (41) Pipe Lenght(m) Area(ha) N(capita/ha) 400 1-3 50 1.5 2-3 40 2.5 200 (44) 3-4 60 500 Q= 25 Us

: The following waste water collection system is given below with the length of the channels, areas that served by each channel and their population intensities. A constant discharge with 25 Vs is added to the system from manhole 2. a) According to given information, design the channels using Kutter Formula (m=0.35). Assume 24 hours water usage is removed in 16 hours through the sewage system. Available pipe diameters: o 300, 400, 500, 600.mm, maxq 200 It/day/capita, (h/D)maK90, b) Explain why the waste water conduits is not allowable to be flowed completely full or pressured. 100 R VRJ m+ VR (40) (41) (41) Pipe Lenght(m) Area(ha) N(capita/ha) 400 1-3 50 1.5 2-3 40 2.5 200 (44) 3-4 60 500 Q= 25 Us

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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