Example 4.7MASS FLOW AT A PIPE JUNCTION Consider the steady flow in a water pipe joint shown in the diagram. The areas are: A= 0.2 m. Az = 0.2 m, and A, = 0.15 m". In addition, fluid is lost out of a hole at 9. estimated at a rate of 0.1 m'is. The avcrage speeds at sections @ and 3 are V =5 mis and V3= 12 mis, respectively. Find the velocity at scction 30 Given: Steady flow of water through the device. A = 0.2 m A: = 0.2 m A, = G,15 m V = 5m/s V, = 12 m/s p= 999 kg/m Volume flow rate at =0.1 m's Find: Velocity at section 9.
Example 4.7MASS FLOW AT A PIPE JUNCTION Consider the steady flow in a water pipe joint shown in the diagram. The areas are: A= 0.2 m. Az = 0.2 m, and A, = 0.15 m". In addition, fluid is lost out of a hole at 9. estimated at a rate of 0.1 m'is. The avcrage speeds at sections @ and 3 are V =5 mis and V3= 12 mis, respectively. Find the velocity at scction 30 Given: Steady flow of water through the device. A = 0.2 m A: = 0.2 m A, = G,15 m V = 5m/s V, = 12 m/s p= 999 kg/m Volume flow rate at =0.1 m's Find: Velocity at section 9.
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:Example 4.7MASS FLOW AT A PIPE JUNCTION
Consider the steady flow in a water pipe joint shown in the diagram.
The areas are: A= 0.2 m. Az =0.2 m, and A, = 0.15 m'. In addition,
fluid is lost out of a hole at 9. estimated at a rate of 0.1 m'is. The
avcrage speeds at sections @ and 3 are V =5 mis and V3 = 12 mis,
respectively. Find the velocity at scction
30
Given: Steady flow of water through the device.
A = 0.2 m A: = 0.2m A, = 0,15 m
V = 5m/s V, = 12 m/s p= 999 kg/m
Volume flow rate at -0.1 m's
Find: Velocity at section 9.
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