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Q.3.A.in figure below, pipes (1) and (2) are of diameter (3cm) and pipe (3) of diameter (4cm) Acohal (S.G -0.8) enters section (1) at (6 m/sec), while water enters section (2) at (10 m/sec). Assuming ideal miaing of incompressible fuids, compute the exit veocity and density of the mixture at section (3) 8. Evaluate the followings: Steady flow, Two dimensional flow, Unifam flow, Turbulent fow, Laminar flow.

Q.3.A.in figure below, pipes (1) and (2) are of diameter (3cm) and pipe (3) of diameter (4cm) Acohal (S.G -0.8) enters section (1) at (6 m/sec), while water enters section (2) at (10 m/sec). Assuming ideal miaing of incompressible fuids, compute the exit veocity and density of the mixture at section (3) 8. Evaluate the followings: Steady flow, Two dimensional flow, Unifam flow, Turbulent fow, Laminar flow.

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.3.A.in figure below, pipes (1) and (2) are of diameter (3cm) and pipe (3) of diameter (4cm) Acohol (S.G-0.8) enters section (1) at (6 m/sec), while water enters section (2) at (10 m/sec). Assuming ideal mixing of incompressible fuids, compute the exit ve ocity and density of the mixture at section (3) (3) ing 8. Evaluate the followings: Steady flow, Two dimensional flow, Unifarm flow, Turbulent fow, Laminar flow.
Transcribed Image Text:Q.3.A.in figure below, pipes (1) and (2) are of diameter (3cm) and pipe (3) of diameter (4cm) Acohol (S.G-0.8) enters section (1) at (6 m/sec), while water enters section (2) at (10 m/sec). Assuming ideal mixing of incompressible fuids, compute the exit ve ocity and density of the mixture at section (3) (3) ing 8. Evaluate the followings: Steady flow, Two dimensional flow, Unifarm flow, Turbulent fow, Laminar flow.
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