Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after episodes of rainfall. Storm sewer layout along with the contributing areas drained in specific sewer lines is shown in Figure A2= 26 ha C2=0.56 SS1 SS2 SS3 SS4 SS5 A2 = 16 ha C2=0.75 A6= 26 ha C6= 0.65 Sewer Name MH1 MH3 MH5 MH6 MH2 Main Sewer MH4 56 51 Length of Sewer (m) 51 66 61 A1= 11 ha C1= 0.60 A3= 26 ha C3= 0.70 A5= 31 ha C5= 0.70 Head of run MH1 MH2 MH3 MH1 MH4 MH5 MH2 MH3 MH4 MH5 1) Design the storm sewer system for "gravity flow" using the data given in Table Q1 assuming that the entry time to the pipe is the same for all sections and is equal to 6 min. All pipes are circular and made of concrete. All areas are in hectares. MH6 GE=142 m GE=140.9 m MH2 MH3 MH4 MH5 MH6 GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m End of run
Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after episodes of rainfall. Storm sewer layout along with the contributing areas drained in specific sewer lines is shown in Figure A2= 26 ha C2=0.56 SS1 SS2 SS3 SS4 SS5 A2 = 16 ha C2=0.75 A6= 26 ha C6= 0.65 Sewer Name MH1 MH3 MH5 MH6 MH2 Main Sewer MH4 56 51 Length of Sewer (m) 51 66 61 A1= 11 ha C1= 0.60 A3= 26 ha C3= 0.70 A5= 31 ha C5= 0.70 Head of run MH1 MH2 MH3 MH1 MH4 MH5 MH2 MH3 MH4 MH5 1) Design the storm sewer system for "gravity flow" using the data given in Table Q1 assuming that the entry time to the pipe is the same for all sections and is equal to 6 min. All pipes are circular and made of concrete. All areas are in hectares. MH6 GE=142 m GE=140.9 m MH2 MH3 MH4 MH5 MH6 GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m End of run
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter8: Landfills
Section: Chapter Questions
Problem 8.9P
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