Q6: 5.3.1R (WP Water flowing in a pipe with a velocity of 25 m/s and a static gage pressure of 940 kPa is split into two branches by a hori- zontal lateral as indicated in Fig. P5.3.1R. Using the measured pres- sures, velocities, and areas indicated on the figure, determine the rate of available energy loss (i.e., available power lost) in the lateral. Section (2) Section (1) A2 = = 0.28 m² Section (3) P2 = 1140 kPa A1 = 0.4 m2 P1 = 940 kPa V1 = 25 m/s A3 = 0.18 m2 P3 = 570 kPa V3 = 30 m/s %3D %3D FIGURE P5.3.1R

Introduction to Chemical Engineering Thermodynamics
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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
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Q6:
5.3.1R (WP Water flowing in a pipe with a velocity of 25 m/s and a
static gage pressure of 940 kPa is split into two branches by a hori-
zontal lateral as indicated in Fig. P5.3.1R. Using the measured pres-
sures, velocities, and areas indicated on the figure, determine the
rate of available energy loss (i.e., available power lost) in the lateral.
Section (2)
Section (1)
A2 = 0.28 m²
P2 = 1140 kPa
%3D
Section (3)
%3D
A1 = 0.4 m²
P1 = 940 kPa
V1 = 25 m/s
%3D
A3 = 0.18 m²
P3 = 570 kPa
V3 = 30 m/s
FIGURE P5.3.1R
Transcribed Image Text:Q6: 5.3.1R (WP Water flowing in a pipe with a velocity of 25 m/s and a static gage pressure of 940 kPa is split into two branches by a hori- zontal lateral as indicated in Fig. P5.3.1R. Using the measured pres- sures, velocities, and areas indicated on the figure, determine the rate of available energy loss (i.e., available power lost) in the lateral. Section (2) Section (1) A2 = 0.28 m² P2 = 1140 kPa %3D Section (3) %3D A1 = 0.4 m² P1 = 940 kPa V1 = 25 m/s %3D A3 = 0.18 m² P3 = 570 kPa V3 = 30 m/s FIGURE P5.3.1R
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