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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F840dcc5f-2433-4504-8f04-9489e0915da9%2F4b67bc37-6fea-41c3-b896-7f9eaa718117%2F6k030ej_processed.png&w=3840&q=75)
Transcribed Image Text: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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