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Refer to the parallel piping as shown. The water is flowing at Q = 0.03 m³/s. Pipe 1 has a diameter of 100mm and has a filter and a globe valve on it. The pipe 2 has a diameter of 50mm. The said pipes are made of galvanized iron. Determine the following: • the flow through each pipe • The pressure drop between A dn B when both valves are fully opened. Q₁ Q₂ ΔΡΑ-Β m²/s m³/s kPa A PIPE filter K = 1.6v²/2g 3m Friction f₁ = 0.02 factors f₂ = 0.025 2 y = 9810 N/m³ v=1x 10-6 m²/s 2m

Refer to the parallel piping as shown. The water is flowing at Q = 0.03 m³/s. Pipe 1 has a diameter of 100mm and has a filter and a globe valve on it. The pipe 2 has a diameter of 50mm. The said pipes are made of galvanized iron. Determine the following: • the flow through each pipe • The pressure drop between A dn B when both valves are fully opened. Q₁ Q₂ ΔΡΑ-Β m²/s m³/s kPa A PIPE filter K = 1.6v²/2g 3m Friction f₁ = 0.02 factors f₂ = 0.025 2 y = 9810 N/m³ v=1x 10-6 m²/s 2m

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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Refer to the parallel piping as shown. The water is flowing at Q = 0.03 m³/s. Pipe 1 has a diameter of 100mm and has a filter and a globe valve on it. The pipe 2 has a diameter of 50mm. The said pipes are made of galvanized iron. Determine the following: the flow through each pipe The pressure drop between A dn B when both valves are fully opened. Q₁ Q₂ APA-B m³/s m³/s kPa A PIPE I Friction f₁ = 0.02 factors f₂= 0.025 PIPE 2 filter K = 1.6v²/2g 3m B y = 9810 N/m³ v = 1 x 10-6 m²/s 2M
Transcribed Image Text:Refer to the parallel piping as shown. The water is flowing at Q = 0.03 m³/s. Pipe 1 has a diameter of 100mm and has a filter and a globe valve on it. The pipe 2 has a diameter of 50mm. The said pipes are made of galvanized iron. Determine the following: the flow through each pipe The pressure drop between A dn B when both valves are fully opened. Q₁ Q₂ APA-B m³/s m³/s kPa A PIPE I Friction f₁ = 0.02 factors f₂= 0.025 PIPE 2 filter K = 1.6v²/2g 3m B y = 9810 N/m³ v = 1 x 10-6 m²/s 2M
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