Design Sewer NetworkIrregulardwellinglayoutDEA4LA3XTo localtreatment planLA2A1450A1 =3, A2= 2, A3 = 3, A4-4, A5 = 1, A7 = 2 and A6= 2 (all area in acre)Qs = 0.023 mgd/acretotal discharge for pipe 2 in cfsYour answer7600LOPD706Narrowstreets79

Area A1=3, A2=2, A3=3, A4=4, A5=1, A6=2, A7=2 acres Total area draining water for Pipe 2 is A1-A7=…

Design Sewer Network Irregular dwelling layout A7 A6 67611 20 A4 To local treatment plan A3 A2 1 A1/ A5 000 A1 =3, A2= 2, A3 = 3, A4-4, A5 = 1, A7 = 2 and A6= 2 (all area in acre ) 1 Qs = 0.023 mgd/acre total discharge for pipe 2 in cfs dilan Narrow streets

Design Sewer Network Irregular dwelling layout A7 A6 67611 20 A4 To local treatment plan A3 A2 1 A1/ A5 000 A1 =3, A2= 2, A3 = 3, A4-4, A5 = 1, A7 = 2 and A6= 2 (all area in acre ) 1 Qs = 0.023 mgd/acre total discharge for pipe 2 in cfs dilan Narrow streets

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

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Design Sewer Network
Irregular
dwelling
layout
DE
A4
LA3
X
To local
treatment plan
LA2
A1
45
0
A1 =3, A2= 2, A3 = 3, A4-4, A5 = 1, A7 = 2 and A6= 2 (all area in acre
)
Qs = 0.023 mgd/acre
total discharge for pipe 2 in cfs
Your answer
7600
LOPD
706
Narrow
streets
79

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A storm of 0.5 in/hr falls on a watershed with three time area blocks: (A: Area =100 ac, time to gage 1 hr, B: Area = 200 ac, time to gage = 2 hours, and C: Area - 300, and time to gage = 3 hours), Determine the discharge at the end of the third hour using the time area method: O a. None of the above O b. 200 cfs O c. 300 cfs Od. 100 cfs
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