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2. Water flow from A to E through the pipe shown. It is known that the flow in pipe 4 is 450 L/s, and that the pressure head (headloss) at pipe 1 is 62 m. Assuming that f= 0.022 for all pipes and that all the pipes are level, determine the total flow from pipe 1 to pipe 6 and the pressure heads (headloss) at pipe 2, 3, 4, 5, and 6 400 mm 300 m 360 m 200 mm 600 m 300 mm 1200 m 300 m 450 mm 600 m

2. Water flow from A to E through the pipe shown. It is known that the flow in pipe 4 is 450 L/s, and that the pressure head (headloss) at pipe 1 is 62 m. Assuming that f= 0.022 for all pipes and that all the pipes are level, determine the total flow from pipe 1 to pipe 6 and the pressure heads (headloss) at pipe 2, 3, 4, 5, and 6 400 mm 300 m 360 m 200 mm 600 m 300 mm 1200 m 300 m 450 mm 600 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2. Water flow from A to E through the pipe shown. It is known that the flow in pipe 4 is 450 L/s, and that the pressure head (headloss) at pipe 1 is 62 m. Assuming that f = 0.022 for all pipes and that all the pipes are level, determine the total flow from pipe 1 to pipe 6 and the pressure heads (headloss) at pipe 2, 3, 4, 5, and 6 Q₁Q4+Q₂+Q³ Qs = Q3 + Q₂ Q6=Qs+Q4 hf=hf₁ + hf3 + hfs + hf6 hf4= hf3+ hfs 400 mm 300 m 250 mm 360 m 200 mm 600 m 300 mm 1200 m 350 mm 300 m 450 mm 600 m hf3= hf₂ Q₁ = 1.0792 m³/s = Qr, hf₁ = 181.72, hf₂ = 127.2935 m, hfs=127.2935 m, hfs = 54.4265 m, hf = 6.2709 m
Transcribed Image Text:2. Water flow from A to E through the pipe shown. It is known that the flow in pipe 4 is 450 L/s, and that the pressure head (headloss) at pipe 1 is 62 m. Assuming that f = 0.022 for all pipes and that all the pipes are level, determine the total flow from pipe 1 to pipe 6 and the pressure heads (headloss) at pipe 2, 3, 4, 5, and 6 Q₁Q4+Q₂+Q³ Qs = Q3 + Q₂ Q6=Qs+Q4 hf=hf₁ + hf3 + hfs + hf6 hf4= hf3+ hfs 400 mm 300 m 250 mm 360 m 200 mm 600 m 300 mm 1200 m 350 mm 300 m 450 mm 600 m hf3= hf₂ Q₁ = 1.0792 m³/s = Qr, hf₁ = 181.72, hf₂ = 127.2935 m, hfs=127.2935 m, hfs = 54.4265 m, hf = 6.2709 m
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