-Q.4 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 =02 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 =0.t m's Find: Velocity at section 0

-Q.4 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 =02 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 =0.t m's Find: Velocity at section 0

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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