A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the flow in pipe 2? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 980 liters per second O b. 520 liters per second O c. 1,165 liters per second O d. 350 liters per second

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200
m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe
discharges into reservoir B having a water surface elevation of 180 m. What is the flow in pipe 2? Neglect minor losses
and assume f=0.20 for all pipes.
Select one:
O a. 980 liters per second
O b. 520 liters per second
O c. 1,165 liters per second
O d. 350 liters per second
Transcribed Image Text:A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the flow in pipe 2? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 980 liters per second O b. 520 liters per second O c. 1,165 liters per second O d. 350 liters per second
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