Pipe AB Length (m) 600 Diameter (cm) 25 BC 400 25 CD 900 30 DA 1000 20 AC 1500 20 Q₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A Loop II Q₁ = 0.20 m³/s Pipe AB Length (m) 600 Diameter (cm) 25 BC 400 25 CD 900 30 DA 1000 20 AC 1500 20 Q₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A Loop II Q₁ = 0.20 m³/s
Pipe AB Length (m) 600 Diameter (cm) 25 BC 400 25 CD 900 30 DA 1000 20 AC 1500 20 Q₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A Loop II Q₁ = 0.20 m³/s Pipe AB Length (m) 600 Diameter (cm) 25 BC 400 25 CD 900 30 DA 1000 20 AC 1500 20 Q₁ = 0.20 m³/s B Qc = 0.30 m³/s Loop I QA 0.10 m³/s A Loop II Q₁ = 0.20 m³/s
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.9P
Related questions
Question
Given a portion of a pipe network below. Determine the true discharge in each pipe using the
Hardy-Cross method. Use the Darcy-Weisbach formula with f = 0.02 for all pipes.

Transcribed Image Text:Pipe
AB
Length (m)
600
Diameter (cm)
25
BC
400
25
CD
900
30
DA
1000
20
AC
1500
20
Q₁ = 0.20 m³/s
B
Qc = 0.30 m³/s
Loop I
QA 0.10 m³/s A
Loop II
Q₁ = 0.20 m³/s

Transcribed Image Text:Pipe
AB
Length (m)
600
Diameter (cm)
25
BC
400
25
CD
900
30
DA
1000
20
AC
1500
20
Q₁ = 0.20 m³/s
B
Qc = 0.30 m³/s
Loop I
QA 0.10 m³/s A
Loop II
Q₁ = 0.20 m³/s
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