Question 3: Design the sewage system with using Kutter formula (m-0.35). A constant discharge as 50 lt/sec is added form the Manhole 3. 24 hours flowrates removes in 8 hours from the sewage system. Draw the schematic cross section of the channel 1-3-4 path and give a detailed drawing for Manhole 3. The Minimum depth of soil cover, hmin-2.0 m, The Maximum depth of soil cover, hmax 6 m, Topographic elevations of manholes are determined at (pipe diameter(mm)), J 15 the beginning and end of the sewers. Sizes of the areas and the length of the channels are given for each channel. Standart pipe diameters: 300, 400, 500, 600, 700, 800, 900 ve 1000 mm, maxqday= 200 lt/day/capita. V 100 √R m+√√R √JR.J (53.75) Qual 50 s (55) L=120m A=6ha N=400kişi ha L-150m A=6ha N=500kişi ha L=65m A=2ha N=200kişi ha (55) (50)

Question 3: Design the sewage system with using Kutter formula (m-0.35). A constant discharge as 50 lt/sec is added form the Manhole 3. 24 hours flowrates removes in 8 hours from the sewage system. Draw the schematic cross section of the channel 1-3-4 path and give a detailed drawing for Manhole 3. The Minimum depth of soil cover, hmin-2.0 m, The Maximum depth of soil cover, hmax 6 m, Topographic elevations of manholes are determined at (pipe diameter(mm)), J 15 the beginning and end of the sewers. Sizes of the areas and the length of the channels are given for each channel. Standart pipe diameters: 300, 400, 500, 600, 700, 800, 900 ve 1000 mm, maxqday= 200 lt/day/capita. V 100 √R m+√√R √JR.J (53.75) Qual 50 s (55) L=120m A=6ha N=400kişi ha L-150m A=6ha N=500kişi ha L=65m A=2ha N=200kişi ha (55) (50)

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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