A thin oil having a density of 800 kg/m³ is pumped from an underground storage tank through a 300 mm diameter pipeline to the tank of a fuel station. Gate valves have been used for flow control. The horizontal distance between the two tanks is 6.3 km while the elevation of the tank in the fuel station is 7 m above that of the underground storage. The viscosity of the oil is 0.0018 N-s-m². The roughness of the inner surface of the pipe is 0.75 mm. The flow rate through the pipe is 0.22 m/s. (a) Design a pipe system for oil transportation and show your design with a diagram. (b) Calculate the friction loss in the pipes. (c) Calculate the power required to drive the pump if the pump has an efficiency of 75%. Table 1: Head loss due to bends and valves Fitting L/D K 45° standard elbow 15 0.35 45° long radius elbow 90° standard radius elbow 10 0.2 30 – 40 0.6 – 0.8 90° standard long elbow 90° square elbow Fully open % open % open % open 23 0.45 75 1.5 Gate valve 7.5 0.15 40 1 200 4 800 16

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A thin oil having a density of 800 kg/m³ is pumped from an underground storage tank
through a 300 mm diameter pipeline to the tank of a fuel station. Gate valves have
been used for flow control. The horizontal distance between the two tanks is 6.3 km
while the elevation of the tank in the fuel station is 7 m above that of the
underground storage.
The viscosity of the oil is 0.0018 N-s-m². The roughness of the inner surface of the
pipe is 0.75 mm. The flow rate through the pipe is 0.22 m/s.
(a)
Design a pipe system for oil transportation and show your design with a
diagram.
(b)
Calculate the friction loss in the pipes.
(c)
Calculate the power required to drive the pump if the pump has an
efficiency of 75%.
Table 1: Head loss due to bends and valves
Fitting
L/D
K
45° standard elbow
15
0.35
45° long radius elbow
90° standard radius elbow
10
0.2
30 – 40
0.6 – 0.8
90° standard long elbow
90° square elbow
Fully open
% open
% open
% open
23
0.45
75
1.5
Gate valve
7.5
0.15
40
1
200
4
800
16
Transcribed Image Text:A thin oil having a density of 800 kg/m³ is pumped from an underground storage tank through a 300 mm diameter pipeline to the tank of a fuel station. Gate valves have been used for flow control. The horizontal distance between the two tanks is 6.3 km while the elevation of the tank in the fuel station is 7 m above that of the underground storage. The viscosity of the oil is 0.0018 N-s-m². The roughness of the inner surface of the pipe is 0.75 mm. The flow rate through the pipe is 0.22 m/s. (a) Design a pipe system for oil transportation and show your design with a diagram. (b) Calculate the friction loss in the pipes. (c) Calculate the power required to drive the pump if the pump has an efficiency of 75%. Table 1: Head loss due to bends and valves Fitting L/D K 45° standard elbow 15 0.35 45° long radius elbow 90° standard radius elbow 10 0.2 30 – 40 0.6 – 0.8 90° standard long elbow 90° square elbow Fully open % open % open % open 23 0.45 75 1.5 Gate valve 7.5 0.15 40 1 200 4 800 16
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