Design gravity-flow sanitary sewers, referring to the following
figure below. Design only the red-colored dotted lines of sanitary
sewers. Make a computation table for the sanitary sewer design
using a spreadsheet program and draw the sewer profile
worksheet.
Design Gravity Flow Sanitary Sewers Referring To The Following Figure Below Design Only The Red Colored Dotted Lines O 1 (73.12 KiB) Viewed 45 times
Design Gravity Flow Sanitary Sewers Referring To The Following Figure Below Design Only The Red Colored Dotted Lines O 2 (42.06 KiB) Viewed 45 times
14 19155- 8 19:87- 9 2008--- 7 5 간격 7. Future average saturated population denisty: 32 persons/ha Minimum diameter of sewers: 150mm Thickness of sewers: 20mm Minimum depth of soil cover above sewers: 1m Manning's roughness coefficient: n=0.013 Minimum velocity: 0.6m/sec Assume that there are no drop structures in every invert. • 12 -19.75- 11 13 10 -20.12 20.31- 3 간격 1. 1 20 48