3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at point C. The pipeline characteristics are given in the tables below. Pipe Diameter Location Length (m) 500 f Elevation (mm) 750 (m) 5.0 A B |c D 1 0.0154 2 400 600 |0.0177 4.5 3 500 650 0.0168 4.0 4 700 400 0.0156 3.5 If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate the pressure at point D. Assume that the flows are fully turbulent in all pipes and specific weight of water, y = 9.79KN/m³
3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at point C. The pipeline characteristics are given in the tables below. Pipe Diameter Location Length (m) 500 f Elevation (mm) 750 (m) 5.0 A B |c D 1 0.0154 2 400 600 |0.0177 4.5 3 500 650 0.0168 4.0 4 700 400 0.0156 3.5 If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate the pressure at point D. Assume that the flows are fully turbulent in all pipes and specific weight of water, y = 9.79KN/m³
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at point
C. The pipeline characteristics are given in the tables below.
Pipe
Diameter
Length
f
Location
Elevation
(mm)
(m)
(m)
1
750
500
0.0154
A
5.0
2
400
600
0.0177
B
4.5
3
500
650
0.0168
|C
4.0
700
400
0.0156
D
3.5
If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate the
pressure at point D. Assume that the flows are fully turbulent in all pipes and specific weight
of water, y = 9.79KN/m³
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