3P04 Tutorial 5 MockQuiz 2008
-
Upload
khaled-kamal -
Category
Documents
-
view
217 -
download
0
Transcript of 3P04 Tutorial 5 MockQuiz 2008
-
7/30/2019 3P04 Tutorial 5 MockQuiz 2008
1/4
CHEMICAL ENGINEERING 3P04
PROCESS CONTROL TUTORIAL #5
2008
1. The continuous stirred tank chemical reactor shown in the Figure 1 is to be analyzed.Assumptions and data for deriving a dynamic model are given below.
i) the tank is well mixedii) the density is constant, and the heat capacity
(CpCv) is constant
iii) the heat of reaction, Hrxn=0; heat transfer,
Q=0; work, W=0
iv) A B, rate of reaction, rA= - k0e-E/RTCA [mole/
(volume*time)]
v) system is initially at steady-statevi) flow in and out [volume/time] and the volume
are constant
Figure 1. CSTR
Goal: Determine the concentration of A when the inlet temperature changes in a step, T0.
A. Starting from the basic balances, derive the differential equation(s) that describe the dynamic
behavior of component A.
B. Express the equations derived in Part A as linear (or linearized, as needed) equations in
deviation variables. Identify the steady-state gains and the time constants.
C. Using the results in Part B, solve for the temperature and concentration for a step.
1. (10 points) Derive the analytical expression for T'(t).
2. (15 points) Derive the analytical expression for CA'(t).
D. Sketch the shapes of the responses for T'(t) and CA'(t) in response to the input. Be as specific
as possible in defining features of the transient response.
E. Using the results in previous parts, answer the following questions for the relationshipbetween T0 CA. Briefly justify your answers.
1. What is the order?
2. Is the response stable?
3. Is the response over-, critically, or underdamped?
4. Is the steady-state gain proportional to V/F?
5. Does the time constant (or time constants) depend on the value of temperature?
F
CA0VCA
T0
T
A B
-
7/30/2019 3P04 Tutorial 5 MockQuiz 2008
2/4
2. In this question, we will consider the most common flow meter, the orifice meter.
a. Sketch a pipe with an orifice meter, describe the measurements taken, and how the flow
rate is determined from the measurements taken (i.e., the principle and the resulting
equation).
b. In the sketch, identify the non-recoverable pressure drop and discuss why this isimportant.
c. Identify two situations (process conditions) when the orifice meter should not be used.
3. The system in Figure 2 is a cylindrical tank that has gas entering and leaving. The roof of
fixed mass (m) floats on the gas, i.e., it moves up and down depending on the amount
of gas in the vessel, and no gas can leak from at roof-wall interface. The gas inlet flow
rate is determined by a compressor and valve (not shown), so that the inlet flow rate is
independent of the pressure in the tank. There is no reaction occurring in this vessel.
The pressure is low, so that the gas behaves as an ideal gas.
Is the position of the roof (L) self-regulatory or non-self-regulatory for changes in the
inlet flow rate? Explain your answer clearly based on modelling and/or physical
reasoning.
Figure 2. Process system for Question 3.
m
Fin Fout
The control valve is
partially opened and fixed
in this position.
Cross sectional area A
L
-
7/30/2019 3P04 Tutorial 5 MockQuiz 2008
3/4
3. We recognize the importance of determining whether a process system is self-regulatory
(which tends to reach a steady-state after a disturbance) or non-self-regulatory (which does not
achieve a steady-state after a step input). The non-self-regulatory process variable requires
control by a computer or close supervision by a person.
The question addresses a floating roof gas holder. This question is from the end-of-chapter
questions in Chapter 5 (Q5.14c) of the textbook. It builds on the learning from the liquid levelproblems throughout the course, the definition of self-regulatory in Chapter 5, and the constant-
volume gas holder in question 5.14d that was covered in a tutorial.
We note the following from the physical system.
1. The volume in the holder changes
2. The pressure of the gas in the holder is constant . This conclusion follows from (a) the
roof mass being constant and (b) the cross sectional area being constant.
3. From the ideal gas law, the volume of gas in the vessel is proportional to the moles of gas
at any time.
4. The flow out does not depend on the amount of gas in the holder. This is because the
pressure in the tank is constant.
2)( tan
PPvKF
k
vout
= = constant for this problem statement
with Ptank = constant
P2 = exhaust pressure after valve
v = valve % open (constant)
Kv = constant depending on valve manufacture
= density (constant because pressures are constant)
5. The flow out depends on the tank pressure and the % valve opening, both of which areconstant. Therefore, the flow out of the tank is constant in this scenario in which the
valve position is not changed.
We proceed to formulate a model of the process.
Variable: Volume of gas in the vessel. Since the area is constant, the volume will give the
level of the roof.
System: The volume in the vessel below the roof. In this case, the system dimensions
change with time.
Balance: To determine the total mass (or moles for this non-reacting system), we develop a
total mass balance.
(accumulation) = (in) - (out)
with m= mass and , we can formulate the following total mass balance
}F)t(F)t{(})m()m{( outinttt =+
We can divide by delta time and take the limit as delta time approaches 0 to give
-
7/30/2019 3P04 Tutorial 5 MockQuiz 2008
4/4
outin FFdt
dm =
Applying the ideal gas law and the assumption that the temperature is constant,
outin FFdt
dL
ART
MWP
dt
dV
RT
MWP
dt
dm ===
)()(
We have a model for the behaviour of the roof level, L. This model for the level of the roof
demonstrates that the derivative of the level is independent of the level, i.e., the level does not
influence the right-hand side of the equation.
The flow in is independent of the level and pressure in the vessel, by the problem statement. Theflow out depends on the pressure in the vessel and the % valve opening. Neither of these depends
on the level. Also, the density out depends on the vessel pressure, which does not depend on the
level.
Thus, we conclude that the roof level is non-self-regulatory. It is unstable and requires
automatic control using a computer or close supervision by a person.
For a non-self-regulatory variable, the variables derivative is independent of the
variable itself.