Q2. A tank having a cross-sectional area of 3 ft? and a linear resistance of R= 2 ft/cfm is operating at steady state with a flow rate of 1 cfm. At time = 0, the flow varies as shown in Figure below. (a) Determine Q ( t) and Q ( s) by combining simple functions. Note that Q is the deviation in flow rate. (b) Obtain an expression for H(t) where H is the deviation in level. (c) Determine H ( t) at t=2, 4 and 8.
Q2. A tank having a cross-sectional area of 3 ft? and a linear resistance of R= 2 ft/cfm is operating at steady state with a flow rate of 1 cfm. At time = 0, the flow varies as shown in Figure below. (a) Determine Q ( t) and Q ( s) by combining simple functions. Note that Q is the deviation in flow rate. (b) Obtain an expression for H(t) where H is the deviation in level. (c) Determine H ( t) at t=2, 4 and 8.
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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![Q2.
A tank having a cross-sectional area of 3 ft² and a linear resistance of R= 2 ft/cfm
is operating at steady state with a flow rate of 1 cfm. At time = 0, the flow varies as
shown in Figure below.
(a) Determine Q ( t) and Q ( s) by combining simple functions. Note that Q is the
deviation in flow rate.
(b) Obtain an expression for H(t) where H is the deviation in level.
(c) Determine H ( t) at t=2, 4 and 8.
4
1
4
6
8
10
12
Time t (min)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc4f4ceb3-7147-452f-b9dd-e5fe9d8b2a90%2F0aaec640-1650-4efc-9a22-e893adbe1f6b%2Fin3578i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2.
A tank having a cross-sectional area of 3 ft² and a linear resistance of R= 2 ft/cfm
is operating at steady state with a flow rate of 1 cfm. At time = 0, the flow varies as
shown in Figure below.
(a) Determine Q ( t) and Q ( s) by combining simple functions. Note that Q is the
deviation in flow rate.
(b) Obtain an expression for H(t) where H is the deviation in level.
(c) Determine H ( t) at t=2, 4 and 8.
4
1
4
6
8
10
12
Time t (min)
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