Determine the flow rate through 1000 ft of 8-in.diameter cast-iron pipe (relative roughness =0.0013.).Head loss due to the flow of oil (v = 0.0001 ft/sec) is 92 ft- Ib/lb. %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the flow rate through 1000 ft of 8-in.diameter cast-iron pipe (relative
roughness =0.0013.).Head loss due to the flow of oil (v = 0.0001 ft/sec) is 92 ft-
lb/lb.
Velues of (VD) kr water at 50*F (veteity in t/s a dismeler in inches)
400 00
2000
4000 0 10.000
Values for (VD") or atnogheic air at 60F
200
100
400 G0
200
4000 00 fooo!
4.000 0,0g 1OL.000
20
200
Laminar flow f-
0.09
0.08
A Laminar
Torlical TTTanstion
Complete turbuence, ugh pipes
0.05
07
0.04
0.06
0.03
005
0.02
0015
04
008
0.006
003
0.004
0.025
0.002
001
0.0008
0006
0.02
0.0004
Riveted steel
Concrete
0.003-000
0.001-001
0.0006-0.003
0.00065
0.0005
0.0004
0015
0.0002
Wood stave
Cast iron
Cahvarized iron
Asphaited cast iron
Commercial steel or
Wought ian
-Drewn tubing
0.000
Smooth pipes
0.000,05
0.01
Fo.000.001
-0.000,005
0.00015
0.009
0.000005
2(10) 345679
10
20) 3 4 S47
10
210) 3 4 S67 .
10
Aeynolds runber R-VP(Vin /we, Din t, v in t'/es)
ga w nau aa
- p sogu
Transcribed Image Text:Determine the flow rate through 1000 ft of 8-in.diameter cast-iron pipe (relative roughness =0.0013.).Head loss due to the flow of oil (v = 0.0001 ft/sec) is 92 ft- lb/lb. Velues of (VD) kr water at 50*F (veteity in t/s a dismeler in inches) 400 00 2000 4000 0 10.000 Values for (VD") or atnogheic air at 60F 200 100 400 G0 200 4000 00 fooo! 4.000 0,0g 1OL.000 20 200 Laminar flow f- 0.09 0.08 A Laminar Torlical TTTanstion Complete turbuence, ugh pipes 0.05 07 0.04 0.06 0.03 005 0.02 0015 04 008 0.006 003 0.004 0.025 0.002 001 0.0008 0006 0.02 0.0004 Riveted steel Concrete 0.003-000 0.001-001 0.0006-0.003 0.00065 0.0005 0.0004 0015 0.0002 Wood stave Cast iron Cahvarized iron Asphaited cast iron Commercial steel or Wought ian -Drewn tubing 0.000 Smooth pipes 0.000,05 0.01 Fo.000.001 -0.000,005 0.00015 0.009 0.000005 2(10) 345679 10 20) 3 4 S47 10 210) 3 4 S67 . 10 Aeynolds runber R-VP(Vin /we, Din t, v in t'/es) ga w nau aa - p sogu
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