A centrifugal pump of the following characteristics is used to pump the water between 2 reservoirs, over a distance of 0.1 km. The pipe is 10 cm in diameter and is constructed from slightly rusted steel with material roughness of 0.3 mm. Coefficients of minor loses through the system equates to 10. If the difference in elevation between the reservoirs is 20 m, on the assumption of fully turbulent flow: a) Draw an accurate diagram of the system and annotate datum level, b) State main assumptions and simplify the Bernoulli's equation accordingly c) An expression for the actual system requirement in terms of fluid velocity, d) Characteristic pump pressure in terms of velocity, from , e) Operating point of the system- compatible volumetric flow rate, n Confirm the fully turbulent flow assumption.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A centrifugal pump of the following characteristics is used to
pump the water between 2 reservoirs, over a distance of 0.1 km.
The pipe is 10 cm in diameter and is constructed from slightly
rusted steel with material roughness of 0.3 mm. Coefficients of
minor loses through the system equates to 10. If the difference in
elevation between the reservoirs is 20 m, on the assumption of
fully turbulent flow:
a) Draw an accurate diagram of the system and annotate datum
level,
b) State main assumptions and simplify the Bernoulli's equation
accordingly
c) An expression for the actual system requirement in terms of
fluid velocity,
d) Characteristic pump pressure in terms of velocity, from,
e) Operating point of the system- compatible volumetric flow
rate,
) Confirm the fully turbulent flow assumption.
Transcribed Image Text:A centrifugal pump of the following characteristics is used to pump the water between 2 reservoirs, over a distance of 0.1 km. The pipe is 10 cm in diameter and is constructed from slightly rusted steel with material roughness of 0.3 mm. Coefficients of minor loses through the system equates to 10. If the difference in elevation between the reservoirs is 20 m, on the assumption of fully turbulent flow: a) Draw an accurate diagram of the system and annotate datum level, b) State main assumptions and simplify the Bernoulli's equation accordingly c) An expression for the actual system requirement in terms of fluid velocity, d) Characteristic pump pressure in terms of velocity, from, e) Operating point of the system- compatible volumetric flow rate, ) Confirm the fully turbulent flow assumption.
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