Example: A pump take brine solution at a tank and transport it to another in a process plant situated 18 m above the level in the first tank. 300 m of 95 mm i.d. pipe is available sp.gr. of brine is 1.2 and u = 1.5 cp. The absolute roughness of pipe is 0.04 mm and f= 0.0065. Calculate the rate of flow for the pump (i) the power required for pump if n = 0.65. (ii) if the vapor pressure of water over the brine solution is 4530 pa calculate the NPSH available, if suction line length is 30 m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example: A pump take brine solution at a tank and transport it to another in a
process plant situated 18 m above the level in the first tank. 300 m of 95 mm i.d.
pipe is available sp.gr. of brine is 1.2 and µ = 1.5 cp. The absolute roughness of
pipe is 0.04 mm and f= 0.0065. Calculate
the rate of flow for the pump
(i) the power required for pump if ŋ = 0.65.
(ii) if the vapor pressure of water over the brine solution is 4530 pa
calculate the NPSH available, if suction line length is 30 m.
Q (m^3/sec)
Ah(m)
0.0049 0,0065
0.01
0.018
0.03
0.046
0.055
30
27
20
18
15
12
10
Transcribed Image Text:Example: A pump take brine solution at a tank and transport it to another in a process plant situated 18 m above the level in the first tank. 300 m of 95 mm i.d. pipe is available sp.gr. of brine is 1.2 and µ = 1.5 cp. The absolute roughness of pipe is 0.04 mm and f= 0.0065. Calculate the rate of flow for the pump (i) the power required for pump if ŋ = 0.65. (ii) if the vapor pressure of water over the brine solution is 4530 pa calculate the NPSH available, if suction line length is 30 m. Q (m^3/sec) Ah(m) 0.0049 0,0065 0.01 0.018 0.03 0.046 0.055 30 27 20 18 15 12 10
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