3. An aqueous solution with a specific gravity of 1.12 flows through a channel with a variable cross- section. Data taken at two axial positions in the channel are shown here. Pgauge Point 1 1.5 x 105 Pa 5.00 m/s Point 2 9.77 x 10¹ Pa ? Point 2 is 6.00 meters higher than point 1. (a) Neglecting friction, calculate the velocity at point 2. (b) If the pipe diameter at point 2 is 6.00 cm, what is the diameter at point 1?

Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
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3. An aqueous solution with a specific gravity of 1.12 flows through a channel with a variable cross-
section. Data taken at two axial positions in the channel are shown here.
Pgauge
Point 1
1.5 x 105 Pa
5.00 m/s
Point 2
9.77 x 10¹ Pa
?
Point 2 is 6.00 meters higher than point 1.
(a) Neglecting friction, calculate the velocity at point 2.
(b) If the pipe diameter at point 2 is 6.00 cm, what is the diameter at point 1?
Transcribed Image Text:3. An aqueous solution with a specific gravity of 1.12 flows through a channel with a variable cross- section. Data taken at two axial positions in the channel are shown here. Pgauge Point 1 1.5 x 105 Pa 5.00 m/s Point 2 9.77 x 10¹ Pa ? Point 2 is 6.00 meters higher than point 1. (a) Neglecting friction, calculate the velocity at point 2. (b) If the pipe diameter at point 2 is 6.00 cm, what is the diameter at point 1?
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