Q.1.17 MASS FLOW AT A PIPE JUNCTION Consuer the steady flow in a water pipe joint shown in the diagram. The areas are: A,= 0.2 m. A =02 m, and A, =0.15 m. In addition, fluid is lost out of a hole at a. estimated at a rate of 0.1 ms. The avcrage speeds at sections O and are V =5 mis and V3 = 12 m's, respectively. Find the velocity at section O Given: Steady flow of water through the device. A, = 0.2 m A; = 0 2 m A, = 0.15m V = 5m/s V, = 12m/s p= 999 kg m Volume flow rate at9=01 m's Find: Velocity at section

Structural Analysis
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Chapter2: Loads On Structures
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Q.1.17
MASS FLOW AT A PIPE JUNCTION
Consiuer the steady flow in a water pipe joint shown in the diagram.
The areas are: A,= 0.2 m. A =02 m, and A, =0.15 m. In addition,
fluid is lost out of a hole at a. estimated at a rate of 0.1 ms. The
avcrage speeds at sections O and are V =5 mis and V3 = 12 m's,
respectively. Find the velocity at section O
Given: Steady flow of water through the device.
A, = 0.2 m A; = 02m A, = 0.15m
Vị = 5m/s V = 12m/s p=999kg m
Volume flow rate at9=01 m's
Find: Velocity at section
Transcribed Image Text:Q.1.17 MASS FLOW AT A PIPE JUNCTION Consiuer the steady flow in a water pipe joint shown in the diagram. The areas are: A,= 0.2 m. A =02 m, and A, =0.15 m. In addition, fluid is lost out of a hole at a. estimated at a rate of 0.1 ms. The avcrage speeds at sections O and are V =5 mis and V3 = 12 m's, respectively. Find the velocity at section O Given: Steady flow of water through the device. A, = 0.2 m A; = 02m A, = 0.15m Vị = 5m/s V = 12m/s p=999kg m Volume flow rate at9=01 m's Find: Velocity at section
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