Q4. There is a pipe flow of diameter (D) 0.60 meters and length with having (fluid- water) Discharge (Q1) 1.0 X 10^(-3) m^3/s. The kinematic viscosity of water is 1.0 X 10^(-6) m^2/s. The average roughness of pipe is 0.25mm. Calculate the major head loss (In meter and Watt) through the pipe. If the Revised Discharge (Q) is 100 X 10^(-3) m^3/s keeping all other parameters same; Calculate the Major head loss (In meter and Watt) through the pipe for this revised discharge conditions. Note- Use Moody Diagram or Suitable empirical formulation to calculate the value of friction factor (f)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Q4. There is a pipe flow of diameter (D) 0.60 meters and length 5000.0 meters
with having (fluid- water) Discharge (Q1) 1.0 X 10^(-3) m^3/s. The kinematic
viscosity of water is 1.0 X 10^(-6) m^2/s. The average roughness of pipe is
0.25mm. Calculate the major head loss (In meter and Watt) through the pipe.
If the Revised Discharge (Q₂) is 100 X 10^(-3) m^3/s keeping all other parameters
same; Calculate the Major head loss (In meter and Watt) through the pipe for this
revised discharge conditions.
Note- Use Moody Diagram or Suitable empirical formulation to calculate the value
of friction factor (f)
Transcribed Image Text:Q4. There is a pipe flow of diameter (D) 0.60 meters and length 5000.0 meters with having (fluid- water) Discharge (Q1) 1.0 X 10^(-3) m^3/s. The kinematic viscosity of water is 1.0 X 10^(-6) m^2/s. The average roughness of pipe is 0.25mm. Calculate the major head loss (In meter and Watt) through the pipe. If the Revised Discharge (Q₂) is 100 X 10^(-3) m^3/s keeping all other parameters same; Calculate the Major head loss (In meter and Watt) through the pipe for this revised discharge conditions. Note- Use Moody Diagram or Suitable empirical formulation to calculate the value of friction factor (f)
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