Exercise Problem No. 2: The water flow of 35,000 Liters/min was developed into a booster station with a pump installed rated as follows: Pressure at Discharge side= 4.18 bars, 850mm above the pump C.L. Suction Pressure= 220mmHg vacuum, 425mm below the pump C.L. Pipe Dia @ suction=16 inches and Pipe Dia @ Discharge 12 ½ inches. 1. Draw the illustrative diagram 2. Calculate the Head at discharge, Velocity Head, Elevation Head and the Total Head of the Pump.
Exercise Problem No. 2: The water flow of 35,000 Liters/min was developed into a booster station with a pump installed rated as follows: Pressure at Discharge side= 4.18 bars, 850mm above the pump C.L. Suction Pressure= 220mmHg vacuum, 425mm below the pump C.L. Pipe Dia @ suction=16 inches and Pipe Dia @ Discharge 12 ½ inches. 1. Draw the illustrative diagram 2. Calculate the Head at discharge, Velocity Head, Elevation Head and the Total Head of the Pump.
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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![Exercise Problem No. 2:
The water flow of 35,000 Liters/min was developed into a booster station
with a pump installed rated as follows:
Pressure at Discharge side= 4.18 bars, 850mm above the pump C.L.
Suction Pressure= 220mmHg vacuum, 425mm below the pump C.L.
Pipe Dia @ suction=16 inches and Pipe Dia @ Discharge 12 ½ inches.
1. Draw the illustrative diagram
2. Calculate the Head at discharge, Velocity Head, Elevation Head and
the Total Head of the Pump.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd98fcc34-9286-4f8b-aee7-eb2bd2b25a32%2F577a8902-cc73-4e90-ae72-91338b1d0d90%2F65xvy9_processed.png&w=3840&q=75)
Transcribed Image Text:Exercise Problem No. 2:
The water flow of 35,000 Liters/min was developed into a booster station
with a pump installed rated as follows:
Pressure at Discharge side= 4.18 bars, 850mm above the pump C.L.
Suction Pressure= 220mmHg vacuum, 425mm below the pump C.L.
Pipe Dia @ suction=16 inches and Pipe Dia @ Discharge 12 ½ inches.
1. Draw the illustrative diagram
2. Calculate the Head at discharge, Velocity Head, Elevation Head and
the Total Head of the Pump.
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