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?
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
Problem 1.1P
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