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Sewer Name SS1 SS2 SS3 SS4 SS5 Length of Sewer (m) 56 51 51 66 61 Head of run MH1 MH2 MH3 MH4 MH5 End of run MH2 MH3 MH4 MH5 MH6

Sewer Name SS1 SS2 SS3 SS4 SS5 Length of Sewer (m) 56 51 51 66 61 Head of run MH1 MH2 MH3 MH4 MH5 End of run MH2 MH3 MH4 MH5 MH6

Structural Analysis
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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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 A2= 16 ha C2=0.75 SS1 SS2 SS3 SS4 SS5 A6= 26 ha C6= 0.65 Sewer Name MH1 MH3 MH5 MH6 MH2 MH4 Main Sewer 56 51 51 66 61 Length of Sewer (m) A1= 11 ha C1= 0.60 A3= 26 ha C3= 0.70 A5= 31 ha C5= 0.70 Head of run MH1 MH2 MH3 MH4 MH5 Use SWMM software to verify your results MH1 MH2 MH3 MH4 MH5 MH6 GE=142 m MH2 MH3 MH4 MH5 MH6 GE=140.9 m GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m End of run
Transcribed Image Text: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 A2= 16 ha C2=0.75 SS1 SS2 SS3 SS4 SS5 A6= 26 ha C6= 0.65 Sewer Name MH1 MH3 MH5 MH6 MH2 MH4 Main Sewer 56 51 51 66 61 Length of Sewer (m) A1= 11 ha C1= 0.60 A3= 26 ha C3= 0.70 A5= 31 ha C5= 0.70 Head of run MH1 MH2 MH3 MH4 MH5 Use SWMM software to verify your results MH1 MH2 MH3 MH4 MH5 MH6 GE=142 m MH2 MH3 MH4 MH5 MH6 GE=140.9 m GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m End of run
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