5. The outlet line which leaves the dam at elev 272 m has a diameter of 600 mm and is 2.9 km long. The line divides at point P into 450 mm and 500 mm lines identified respectively as 2 and 3. Line 2 discharges 570 L/s through 1.5 km of 450 mm pipe into storage tank B with the water surface in the B at elevation 151 m. Line 3 1.2 km is 500 mm in diameter, terminates at tank C. The water surface behind dam is at elevation 305 m. All pipes are fairly smooth steel with f = 0.0115 for line 1 and f = 0.012 for line 2 and 3 A) Compute the rate of flow at line 1 B) Compute the rate of flow at line 3 C) Compute the elevation of reservoir at line 3 EL 305 m A EL 27 m P El 151 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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5. The outlet line which leaves the dam at elev 272 m has a diameter of 600 mm and is 2.9 km long. The line divides at point P
into 450 mm and 500 mm lines identified respectively as 2 and 3. Line 2 discharges 570 L/s through 1.5 km of 450 mm pipe
into storage tank B with the water surface in the B at elevation 151 m. Line 3 1.2 km is 500 mm in diameter, terminates at tank
C. The water surface behind dam is at elevation 305 m. All pipes are fairly smooth steel with f = 0.0115 for line 1 and f = 0.012
for line 2 and 3
A) Compute the rate of flow at line 1
B) Compute the rate of flow at line 3
C) Compute the elevation of reservoir at line 3
EL 305 m
A
EL 27 m
P
El 151 m
Transcribed Image Text:5. The outlet line which leaves the dam at elev 272 m has a diameter of 600 mm and is 2.9 km long. The line divides at point P into 450 mm and 500 mm lines identified respectively as 2 and 3. Line 2 discharges 570 L/s through 1.5 km of 450 mm pipe into storage tank B with the water surface in the B at elevation 151 m. Line 3 1.2 km is 500 mm in diameter, terminates at tank C. The water surface behind dam is at elevation 305 m. All pipes are fairly smooth steel with f = 0.0115 for line 1 and f = 0.012 for line 2 and 3 A) Compute the rate of flow at line 1 B) Compute the rate of flow at line 3 C) Compute the elevation of reservoir at line 3 EL 305 m A EL 27 m P El 151 m
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