Based on the layout of the water supply system, as show in Figure 1, flow through the delivery pipe, Q = 2.50 cfs and diameter of the pipe, D = 2.65 inch with e = 0.015 inch. Ingore the minor pressure losses and use the following formulae to calculate the major pressure losses. The velocity of flow through the pipe and the friction factor, f, range are estimated to be nearly. Use g = 62.4 lb/ft^3 for water and use Moody's diagram. Water temperature is 20°C (68°F).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Based on the layout of the water supply system, as show in Figure 1, flow through the delivery pipe, Q = 2.50 cfs and diameter of the pipe, D = 2.65 inch with e = 0.015 inch. Ingore the minor pressure losses and use the following formulae to calculate the major pressure losses. The velocity of flow through the pipe and the friction factor, f, range are estimated to be nearly. Use g = 62.4 lb/ft^3 for water and use Moody's diagram. Water temperature is 20°C (68°F).
1) v = 39.2 ft/sec; f = 0.0175 -0.0180
2) v = 65.0 ft/sec; f = 0.030 -0.034
3) v = 69.2 ft/sec; f = 0.0175 -0.0250
4) v = 59.2 ft/sec; f = 0.020 - 0.024
Transcribed Image Text:1) v = 39.2 ft/sec; f = 0.0175 -0.0180 2) v = 65.0 ft/sec; f = 0.030 -0.034 3) v = 69.2 ft/sec; f = 0.0175 -0.0250 4) v = 59.2 ft/sec; f = 0.020 - 0.024
Pressure=175 psi
Pump
Horizontal pipe length - 100 ft.
Figure 1
Vertical pipe
length = 30 ft.
白 白
Residential building
Transcribed Image Text:Pressure=175 psi Pump Horizontal pipe length - 100 ft. Figure 1 Vertical pipe length = 30 ft. 白 白 Residential building
Expert Solution
Step 1

Given,

Q = 2.5 cfs

D = 2.65 in or 0.2208 ft 

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