Storm sewer system is to be provided to drain storm water to protect urban areasfrom flooding after episodes of rainfall. Storm sewer layout along with thecontributing areas drained in specific sewer lines is shown in FigureA2 = 26 haC2=0.56A2= 16 haC2=0.75SS1SS2SS3SS4SS5A6= 26 haC6= 0.65Sewer NameMH1MH3MH5MH6MH2MH4Main Sewer5651516661Length ofSewer (m)A1= 11 haC1= 0.60A3= 26 haC3= 0.70A5= 31 haC5= 0.70Head of runMH1MH2MH3MH4MH5Use SWMM software to verify your resultsMH1MH2MH3MH4MH5MH6GE=142 mMH2MH3MH4MH5MH6GE=140.9 mGE=140 mGE=139.1 mGE=138.2 mGE=137.0 mEnd of run

Answered: Image /qna-images/answer/0a4a52fb-ff5f-4507-85c5-75da9684d62d.jpg

Answered: Sewer Name SS1 SS2 SS3 SS4 SS5 Length…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

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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