-0.19.3 WASS 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's. The avcrage speeds at sections @ and 3 are V =5 mis and V3=12 mis. respectively. Find the velocity at section . 30 Given: Steady flow of water through the device. A = 0.2 m A: = 0.2m A, = 0,15 m V = 5mjs V, = 12m/s p= 999 kg/m Volume flow rate at =0.t m's Find: Velocity at section .
-0.19.3 WASS 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's. The avcrage speeds at sections @ and 3 are V =5 mis and V3=12 mis. respectively. Find the velocity at section . 30 Given: Steady flow of water through the device. A = 0.2 m A: = 0.2m A, = 0,15 m V = 5mjs V, = 12m/s p= 999 kg/m Volume flow rate at =0.t m's Find: Velocity at section .
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:-0.19.3 WASS 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's. The
avcrage speeds at sections @ and 3 are V =5 mis and V3=12 mis.
respectively. Find the velocity at section .
30
Given: Steady flow of water through the device.
A = 0.2 m A: = 0.2m A, = 0,15 m
V = 5m/s V, = 12m/s p= 999 kg/m
Volume flow rate at e =0.t m's
Find: Velocity at section 9.
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