Problem Water is pumped through a vertical steel pipe to an elevated tank. D = 10 cm, P₁= 1.6 MPa, L = 80 m, Q = 0.02 m³/s. Find: Pressure at point 80 m above pump, "P₂=?" Properties: Water (20 °C), Table A.5: y = 9790 N/m³. Sol. Tips: First Compute "Re", and "Relative roughness". Plot them on chart below to mark value of friction coefficient "f=?". Then Compute friction head loss "hf=?", and compute pressure by Bernoulli equation! Resistance coefficient, f 0.100 0.090 0.080 0.070 0.060 0.050 0.040 0.030 0.025 0.020 0.015 0.010 0.009 0.008 Laminar flow 10³ 64 Re 2 10³ 2 4 4 6 8104 6 8104 2 4 2 Ref1/2 D32 (28hy)1/2 4 Fully rough turbulent flow 6 8105 6 8105 2 Smooth pipes L 2 Re = VD 4 6 8105 2 6 8105 2 468 468107 2 - 4 0.05 0.04 0.03 0.02 0.015 0.01 0.00810 0.006 0.004 0.002 0.0008 0.0006 0.0004 0.0002 0.0001 0.00005 0.00001 Relative roughness, D 6 810

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem
Water is pumped through a vertical steel pipe to an elevated tank.
D = 10 cm, P₁= 1.6 MPa, L = 80 m, Q = 0.02 m³/s.
Find: Pressure at point 80 m above pump, "P2=?”
Properties: Water (20 °C), Table A.5: y = 9790 N/m³.
Sol. Tips: First Compute "Re", and "Relative roughness". Plot them on chart below to mark value of friction
coefficient "f=?". Then Compute friction head loss "hf=?", and compute pressure by Bernoulli equation!
Resistance coefficient, f
0.100
0.090
0.080
0.070
0.060
0.050
0.040
0.030
0.025
0.020
0.015
0.010
0.009
0.008
Laminar
10³
64
Re
2
10³
4
2
4 6 8104
68104
2
U
4
2
Ref¹/12 =
D3/2 (2gh, 1/2
4 6 8 105 2
Fully rough turbulent flow
6 8105
*Smooth pipes
46 8105
2
4 6 8105
Re= VD
2
468
2 4 6 8107
2
0.05
0.04
0.03
0.02
0.015
0.01
0.0081
0.006
0.004
0.002
0.001
0.0008
0.0006
0.0004
0.0002
0.0001
0.00005
H 0.00001
Relative roughness,
468108
Transcribed Image Text:Problem Water is pumped through a vertical steel pipe to an elevated tank. D = 10 cm, P₁= 1.6 MPa, L = 80 m, Q = 0.02 m³/s. Find: Pressure at point 80 m above pump, "P2=?” Properties: Water (20 °C), Table A.5: y = 9790 N/m³. Sol. Tips: First Compute "Re", and "Relative roughness". Plot them on chart below to mark value of friction coefficient "f=?". Then Compute friction head loss "hf=?", and compute pressure by Bernoulli equation! Resistance coefficient, f 0.100 0.090 0.080 0.070 0.060 0.050 0.040 0.030 0.025 0.020 0.015 0.010 0.009 0.008 Laminar 10³ 64 Re 2 10³ 4 2 4 6 8104 68104 2 U 4 2 Ref¹/12 = D3/2 (2gh, 1/2 4 6 8 105 2 Fully rough turbulent flow 6 8105 *Smooth pipes 46 8105 2 4 6 8105 Re= VD 2 468 2 4 6 8107 2 0.05 0.04 0.03 0.02 0.015 0.01 0.0081 0.006 0.004 0.002 0.001 0.0008 0.0006 0.0004 0.0002 0.0001 0.00005 H 0.00001 Relative roughness, 468108
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