Q3) When the valve is closed, the pressure throughout the horizontal pipe shown in Fig. P8.60 is 400 kPa, and the water level in the Surge chamber Angle valve 0.5m D=0.02 m Tee (1) closed, air-filled surge chamber is h=0.4 m. If the valve is fully opened and the pressure at point (1) remains 400 kPa, determine the new level of the water in the surge chamber. Assume the friction factor is f=0.02 and the fittings are threaded fittings.
Q3) When the valve is closed, the pressure throughout the horizontal pipe shown in Fig. P8.60 is 400 kPa, and the water level in the Surge chamber Angle valve 0.5m D=0.02 m Tee (1) closed, air-filled surge chamber is h=0.4 m. If the valve is fully opened and the pressure at point (1) remains 400 kPa, determine the new level of the water in the surge chamber. Assume the friction factor is f=0.02 and the fittings are threaded fittings.
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:Closed
Surge chamber
Q3) When the valve is closed, the pressure
throughout the horizontal pipe shown in Fig.
P8.60 is 400 kPa, and the water level in the
closed, air-filled surge chamber is h= 0.4 m. If
the valve is fully opened and the pressure at point
(1) remains 400 kPa, determine the new level of
the water in the surge chamber. Assume the
friction factor is f= 0.02 and the fittings are
threaded fittings.
Angle
valve
0.5 m
D= 0.02 m
Tee
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