2.10-3. Frictional Loss in Straight Pipe and Effect of Type of Pipe. A liquid having a density of 801 kg/m³ and a viscosity of 1.49 x 10-3 Pa s is flowing through a horizontal straight pipe at a velocity of 4.57 m/s. The commercial steel pipe is 1-in. nominal pipe size, schedule 40. For a length of pipe of 61 m, do as follows. (a) Calculate the friction loss F. (b) For a smooth tube of the same inside diameter, calculate the friction loss. the percent reduction of the F, for the smooth tube? CS Scanned WARS. Ca 348.JEKerib)274.2 J/kg(91.7 ft lb,Ab), 21.4% reduction What
2.10-3. Frictional Loss in Straight Pipe and Effect of Type of Pipe. A liquid having a density of 801 kg/m³ and a viscosity of 1.49 x 10-3 Pa s is flowing through a horizontal straight pipe at a velocity of 4.57 m/s. The commercial steel pipe is 1-in. nominal pipe size, schedule 40. For a length of pipe of 61 m, do as follows. (a) Calculate the friction loss F. (b) For a smooth tube of the same inside diameter, calculate the friction loss. the percent reduction of the F, for the smooth tube? CS Scanned WARS. Ca 348.JEKerib)274.2 J/kg(91.7 ft lb,Ab), 21.4% reduction What
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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Transcribed Image Text:2.10-3. Frictional Loss in Straight Pipe and Effect of Type of Pipe. A liquid having a
density of 801 kg/m' and a viscosity of 1.49 x 10-3 Pa·s is flowing through a
horizontal straight pipe at a velocity of 4.57 m/s. The commercial steel pipe is
1-in. nominal pipe size, schedule 40. For a length of pipe of 61 m, do as follows.
(a) Calculate the friction loss Fr.
(b) For a smooth tube of the same inside diameter, calculate the friction los.
What is the percent reduction of the F, for the smooth tube?
|CS Scanned WAHS. Cap48JEKerib)274.2J/kg(91.7 ft - lb, /lb), 21.4% reduction
2.10-4. Trial-and-Error Solution for Hydraulic Drainage. In a hydraulic project a cas
305 m
lenath is used to
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