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Consider the steady flow in a watcer pipe joint shown in the diagram. The areas are: A, = 0.2 m. A2 =0.2 m, and A, =0.15 m. In addition, fluid is lost out of a hole at a. estimated at a rate of 0.1 mis. The avcrage speeds at sections @ and are V =5 mis and V3=12 mis. respectively. Find the velocity at scction e Given: Steady flow of water through the device. A = 0.2 m A = 02m A, = 0,15 m V = 5 m/s V, = 12 m/s p= 999 kg/m Volume flow rate at e =0.1 m's

Consider the steady flow in a watcer pipe joint shown in the diagram. The areas are: A, = 0.2 m. A2 =0.2 m, and A, =0.15 m. In addition, fluid is lost out of a hole at a. estimated at a rate of 0.1 mis. The avcrage speeds at sections @ and are V =5 mis and V3=12 mis. respectively. Find the velocity at scction e Given: Steady flow of water through the device. A = 0.2 m A = 02m A, = 0,15 m V = 5 m/s V, = 12 m/s p= 999 kg/m Volume flow rate at e =0.1 m's

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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Q.10.9 MASS 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 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 a
Transcribed Image Text:Q.10.9 MASS 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 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 a
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