Question 2 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 Q2. Design the storm sewer system for "gravity flow" using the data given in Table Q2 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. Az=3 ha Az=7 ha C=0.5X C2=0.6X A3=5 ha C3=0.7X M1 S1 SS2 M3 M2 Ag=4ha C=0.4X As=8 ha Cs=0.8X M4 X=1 M5 Outfall Figure Q2- Layout of storm sewers Table Q 2- Design Data for Storm Sewers Sewer Name Length of Head of run End of Run Gradient Sewer 'm' S1 60+X M1 M2 1.5% SS2 80+X M2 M3 2% SS3 80+X M3 М4 2% SS4 70+X М4 M5 2.5% SS3

Question 2 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 Q2. Design the storm sewer system for "gravity flow" using the data given in Table Q2 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. Az=3 ha Az=7 ha C=0.5X C2=0.6X A3=5 ha C3=0.7X M1 S1 SS2 M3 M2 Ag=4ha C=0.4X As=8 ha Cs=0.8X M4 X=1 M5 Outfall Figure Q2- Layout of storm sewers Table Q 2- Design Data for Storm Sewers Sewer Name Length of Head of run End of Run Gradient Sewer 'm' S1 60+X M1 M2 1.5% SS2 80+X M2 M3 2% SS3 80+X M3 М4 2% SS4 70+X М4 M5 2.5% SS3

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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