Find the distribution of flow and the drop in hydraulic grade line for the three- parallel pipe arrangement shown in Figure. Use variable friction factors with v = 10-6 m2/s. The total water discharge is Q = 0.020 m3/s. (1] Pipe L(m) D (m) e (mm) XK 0.05 0.075 0.085 0.1 0.2 [2] 100 10 150 200 [3] 0.1 23
Find the distribution of flow and the drop in hydraulic grade line for the three- parallel pipe arrangement shown in Figure. Use variable friction factors with v = 10-6 m2/s. The total water discharge is Q = 0.020 m3/s. (1] Pipe L(m) D (m) e (mm) XK 0.05 0.075 0.085 0.1 0.2 [2] 100 10 150 200 [3] 0.1 23
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![• Find the distribution of flow and the drop in hydraulic grade line for the three-
parallel pipe arrangement shown in Figure. Use variable friction factors with v =
10-6 m2/s. The total water discharge is Q = 0.020 m3/s.
[1]
Pipe L(m)
D (m) e (mm) EK
1
0.1
100
150
200
0.05
0.075
Q
[2]
10
0.2
[3]
3
0.085
0.1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa0ff2df8-338f-4aab-b1ad-b907586819c1%2Ff107d406-219d-4fff-86e4-eef26691ba73%2Fpby7us9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:• Find the distribution of flow and the drop in hydraulic grade line for the three-
parallel pipe arrangement shown in Figure. Use variable friction factors with v =
10-6 m2/s. The total water discharge is Q = 0.020 m3/s.
[1]
Pipe L(m)
D (m) e (mm) EK
1
0.1
100
150
200
0.05
0.075
Q
[2]
10
0.2
[3]
3
0.085
0.1
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