The velocity profile equation in Section 1 in a branching pipe flow is defined as:Pipe diameters are respectively D1=20 cm, D2=8cm and D3=4 cm. given. If the uniform velocity in Section 2 is u2=1 m/s, then the average velocity in Section 3 and the current find the direction. (3)(1)(2) The velocity profile equation in section 1 in abranching pipe flow is defined as:u1 - 0, 25 (1 -1 =. Pipe diameters are respectivelyD1=20 cm, D238cm and D3=4 cm.given. If the uniform velocity in Section 2 is u231m/s, then the average velocity in Section 3 and thecurrentfind the direction.

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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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The velocity profile equation in Section 1 in a branching pipe flow is defined as:

Pipe diameters are respectively D1=20 cm, D2=8cm and D3=4 cm. given. If the uniform velocity in Section 2 is u2=1 m/s, then the average velocity in Section 3 and the current find the direction.

Transcribed Image Text:The velocity profile equation in section 1 in a branching pipe flow is defined as: u1 - 0, 25 (1 -1 =. Pipe diameters are respectively D1=20 cm, D238cm and D3=4 cm. given. If the uniform velocity in Section 2 is u231 m/s, then the average velocity in Section 3 and the current find the direction.

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