Q2- Two reservoirs with a difference in elevation of 15 m are connected by the three pipes in series. The pipes are 300 m long of diameter 30cm, 150m long of 20 cm diameter, and 200m long of 25 cm diameter respectively. The friction factors for the three pipes are, respectively, 0.018,0.02 and 0.019. Determine the flow rate. The loss coefficient for sudden contraction from dia. 30 to 20cm=0.24 H-15 Dubli Dabala Duluh

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2- Two reservoirs with a difference in elevation of 15 m are connected by the three
pipes in series. The pipes are 300 m long of diameter 30cm, 150m long of 20 cm
diameter, and 200m long of 25 cm diameter respectively. The friction factors for the
three pipes are, respectively, 0.018,0.02 and 0.019. Determine the flow rate. The loss
coefficient for sudden contraction from dia. 30 to 20cm-0.24
H-15
Dubli
Detals
Duluh
Transcribed Image Text:Q2- Two reservoirs with a difference in elevation of 15 m are connected by the three pipes in series. The pipes are 300 m long of diameter 30cm, 150m long of 20 cm diameter, and 200m long of 25 cm diameter respectively. The friction factors for the three pipes are, respectively, 0.018,0.02 and 0.019. Determine the flow rate. The loss coefficient for sudden contraction from dia. 30 to 20cm-0.24 H-15 Dubli Detals Duluh
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