A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table Q4(c)). The Pipe pressure at section 1 and section 2 is 50 kPa and 20 kPa, respectively. Section 1 is located 2 m lower than section 1. Determine the head loss in the pipe. Table Q4 (c)SaturationTemperature°CDensity pkg/m³Specificweight yN/m3Dynamicviscosity uNs/m?SurfaceTension ovaporpressurekN/m? absN/m100098101.75 x 10-30.07560.61110100098101.30 х 10-30.07421.2302099897901.02 x 10-30.07282.343099697708.00 х 1040.07124.246.51 x 10-45.41 x 1044099297300.06967.385098896900.067912.336098496504.60 х 10-40.066219.92709789590x 10-4.064431.168097195303.50 х 10-40.062647.349096594703.11 x 1040.060970.1010095894002.82 x 1040.0589101.33*Interface with water

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Answered: A smooth pipe with a constant diameter…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table Q4(c)). The Pipe pressure at section 1 and section 2 is 50 kPa and 20 kPa, respectively. Section 1 is located 2 m lower than section 1. Determine the head loss in the pipe.

Table Q4 (c)
Saturation
Temperature
°C
Density p
kg/m³
Specific
weight y
N/m3
Dynamic
viscosity u
Ns/m?
Surface
Tension o
vapor
pressure
kN/m? abs
N/m
1000
9810
1.75 x 10-3
0.0756
0.611
10
1000
9810
1.30 х 10-3
0.0742
1.230
20
998
9790
1.02 x 10-3
0.0728
2.34
30
996
9770
8.00 х 104
0.0712
4.24
6.51 x 10-4
5.41 x 104
40
992
9730
0.0696
7.38
50
988
9690
0.0679
12.33
60
984
9650
4.60 х 10-4
0.0662
19.92
70
978
9590
x 10-4
.0644
31.16
80
971
9530
3.50 х 10-4
0.0626
47.34
90
965
9470
3.11 x 104
0.0609
70.10
100
958
9400
2.82 x 104
0.0589
101.33
*Interface with water

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