3. A pump draws water at 300 liters per second from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is 20 times the velocity head in the 200 mm diameter and the head loss from 2 to B is 20 times the velocity head in the 150-mm diameter pipe. Assume your own reservoir B elevation then compute for the energy that must be supplied to the pump in kW if said appurtenance has an efficiency of 80%. Compute also the pressure at points 1 and 2. Reservoir A 200 mm pipe Elevation - 20 m Point 1 Point 2 Pump 150 mm Reservoir B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. A pump draws water at 300 liters per second from reservoir A and lifts it
to reservoir B as shown. The head loss from A to 1 is 20 times the velocity
head in the 200 mm diameter and the head loss from 2 to B is 20 times the
velocity head in the 150-mm diameter pipe. Assume your own reservoir B
elevation then compute for the energy that must be supplied to the pump
in kW if said appurtenance has an efficiency of 80%. Compute also the
pressure at points 1 and 2.
Reservoir A
200 mm pipe
Elevation - 20 m
Point 1
Point 2
Pump
150 mm
Reservoir B
Transcribed Image Text:3. A pump draws water at 300 liters per second from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is 20 times the velocity head in the 200 mm diameter and the head loss from 2 to B is 20 times the velocity head in the 150-mm diameter pipe. Assume your own reservoir B elevation then compute for the energy that must be supplied to the pump in kW if said appurtenance has an efficiency of 80%. Compute also the pressure at points 1 and 2. Reservoir A 200 mm pipe Elevation - 20 m Point 1 Point 2 Pump 150 mm Reservoir B
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