Design gravity-flow sanitary sewers, referring to the following figure below. Design only the red-colored dotted lines o
Posted: Wed Jun 08, 2022 6:27 am
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.
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
Area 2 3 4 5 6 89 10 11 12 13 14 ha 1.94 8.46 1.26 9.67 1.14 8.46 1.04 8.06 1.07 8.46 1.17 8.86 1.02 8.06 Length of 1 2 3 5 7 sewer m 220 240 210 200 210 200 - 220
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.
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
Area 2 3 4 5 6 89 10 11 12 13 14 ha 1.94 8.46 1.26 9.67 1.14 8.46 1.04 8.06 1.07 8.46 1.17 8.86 1.02 8.06 Length of 1 2 3 5 7 sewer m 220 240 210 200 210 200 - 220