Answered: C Q=0.050 m³/s Boru 2 K=2 Q=0.020 m/s…

C Q=0.050 m³/s Boru 2 K=2 Q=0.020 m/s Boru 3 K3=4 Q=0.037 m/s Boru 5 Kş=1 QB=0.050 m³/s B Boru 1 A Boru 4 Kj=2 K=3 Qp=0.075 m³/s

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

For the pipe system below, calculate the flow rates in all pipes using the Hardy-Cross method.
Use the initial assumption flow rates (Q2 and Q3) shown on the figure to start calculations. Just one
iterate

C Q=0.050 m³/s
Boru 2
K=2
Q=0.020 m/s
Boru 3
K=4
Q=0.037 m/s
Boru 5
Kş=1
Qu=0.050 m³/s
D
Вогu 1
A
Boru 4
Kj=2
K=3
Qp=0.075 m³/s

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