The volume of a pipe bend as shown in Figure 6 is 250 litres. The flow rate of water in the pipe is 180 litre/s. Point 2 is at an open end and the total head loss from points 1 to 2 is 0.6m. Calculate the x and y components of the force of the concrete block to hold the pipe bend if it is installed in; i) A vertical plane (kN), and ii) A horizontal plane (kN) Ø600 mm v1 F1 Fx 1.5 m yl 2 120° Ø300 mm

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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(b) The volume of a pipe bend as shown in Figure 6 is 250 litres. The flow rate of water in
the pipe is 180 litre/s. Point 2 is at an open end and the total head loss from points 1 to
2 is 0.6m. Calculate the x and y components of the force of the concrete block to hold the
pipe bend if it is installed in;
i) A vertical plane (kN), and
ii) A horizontal plane (kN)
Fy
Ø600 mm
V1-
F1
Fx
1)
1.5 m
W
(2)
120°
Figure 6
Ø300 mm
Transcribed Image Text:(b) The volume of a pipe bend as shown in Figure 6 is 250 litres. The flow rate of water in the pipe is 180 litre/s. Point 2 is at an open end and the total head loss from points 1 to 2 is 0.6m. Calculate the x and y components of the force of the concrete block to hold the pipe bend if it is installed in; i) A vertical plane (kN), and ii) A horizontal plane (kN) Fy Ø600 mm V1- F1 Fx 1) 1.5 m W (2) 120° Figure 6 Ø300 mm
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