Elevation = 0 m (Datum) Elevation = 200 m Dia = 0.8 m Pump Dia = 1.0 m L = 500 m L = 200 m Elevation = 150 m (1) Dia = 1.2 m L= 300 m Clearly show your work and explain the setup of the Bernoulli equation and conservation of mass. State che solution of the pump power and flowrates in pipes 2 and 3 clearly. perform parametric study on the effects of a. Increasing the flowrate in pipe 1 from 50 to 100 m/s on the pump power b. Increasing the pipe length of channel 1 on the pump power (for 50 m³/s flowrate) c. Increasing the elevation of tank B from 200 m to 600 m to the pump power (for 50 m³/s flowrate)
Elevation = 0 m (Datum) Elevation = 200 m Dia = 0.8 m Pump Dia = 1.0 m L = 500 m L = 200 m Elevation = 150 m (1) Dia = 1.2 m L= 300 m Clearly show your work and explain the setup of the Bernoulli equation and conservation of mass. State che solution of the pump power and flowrates in pipes 2 and 3 clearly. perform parametric study on the effects of a. Increasing the flowrate in pipe 1 from 50 to 100 m/s on the pump power b. Increasing the pipe length of channel 1 on the pump power (for 50 m³/s flowrate) c. Increasing the elevation of tank B from 200 m to 600 m to the pump power (for 50 m³/s flowrate)
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Please show how to solve parts a, b, and c shown below. The topic is fluid
Transcribed Image Text:Elevation = 0 m
Elevation = 200 m
(Datum)
Dia = 0.8 m
Pump Dia = 1.0 m L = 500 m
L = 200 m
Elevation = 150 m
(1)
(3)
Dia = 1.2 m
L = 300 m
Clearly show your work and explain the setup of the Bernoulli equation and conservation
mass. State
the solution of the pump power and flowrates in pipes 2 and 3 clearly.
perform parametric study on the effects of
a. Increasing the flowrate in pipe 1 from 50 to 100 m/s on the pump power
b. Increasing the pipe length of channel 1 on the pump power (for 50 m³/s flowrate)
c. Increasing the elevation of tank B from 200 m to 600 m to the pump power (for 50 m3/s
flowrate)
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