Chemical Reaction Engineering
Models developed so far are for perfectly mixed batch reactor, the plug flow tubular reactor, packed bed reactor, and perfectly mixed continuous tank reactor.
Real world behavior is often very different from the ideal behavior.
Use residence time distribution to analyze and characterize non-ideal reactors.
diagnose problems of reactor operations
predict conversion in existing reactor when new chemical reaction is used in the reactor.
Describing deviation from ideal reactor mixing pattern
Residence time distribution (RTD) function
Popularized by Prof. P. V. Dankwerts
Residence time: The time atoms have spent in the reactor.
Plug flow reactor: Atoms spend exactly the same time in these two reactors.
Ideal batch reactor: Atoms spend exactly the same time in these two reactors.
CSTR: Feed introduced into a CSTR becomes completely mixed with the material already in the reactor.
Distribution of residence times can significantly affect reactor performance.
The RTD is a characteristic of the mixing that occurs in the chemical reactor.
RTD yields distinctive clues to the type of mixing occurring within it and is one of the most informative characteristics of the reactor.
An amount of tracer N_0 is suddenly injected in one shot into the feed stream.
Outlet concentration is measured with time.
Consider single-input and single-output system:
Amount of tracer material leaving the reactor between t and (t + \Delta t): \Delta N = C(t) \cdot \upsilon \cdot \Delta t \quad \text{where } \upsilon \text{ is the volumetric flow rate} \tag{1}
\frac{\Delta N}{N_0} = \frac{\upsilon C(t)}{N_0} \Delta t \tag{2}
\Rightarrow Fraction of material that has residence time in the reactor between t and t + \Delta t
E(t) = \frac{\upsilon C(t)}{N_0} \quad \text{... Residence time function}
Residence time function
Function that describes in a quantitative manner how much time different fluid elements have spent in the reactor
\therefore \frac{\Delta N}{N_0} = E(t) \Delta t
E(t) dt is the fraction of fluid exiting the reactor that has spent between time t and t + \Delta t inside the reactor.
If N_0 is not known directly, it can be obtained from the outlet concentration measurements by summing up all the amounts from 0 \text{ to } \infty
Writing Equation 1 in Differential Form
dN = \upsilon C(t) dt
Integrating
N_0 = \int_{0}^{\infty} \upsilon C(t) dt
\upsilon is usually constant, therefore
E(t) = \frac{C(t)}{\int_{0}^{\infty} C(t) dt} \tag{3}
Fraction of material leaving the reactor that has resided in the reactor between t_1 and t_2
= \int_{t_1}^{t_2} E(t) \, dt
Fraction of all material that has resided for a time t in the reactor between t = 0 and t = \infty is 1
\int_{0}^{\infty} E(t) \, dt = 1
Inlet is either:
Cumulative distribution F(t) can be determined from step input.
Cumulative distribution gives the fraction of material F(t) that has been in the reactor at time t or less.
C_{\text{in}}(t) = \begin{cases} 0 & t < 0 \\ C_0, \text{constant} & t \ge 0 \end{cases}
The concentration of tracer in feed is kept at this level until the concentration in the effluent is almost the same as the feed.
As inlet concentration is constant with time, C_0, we can take it out of the integral sign:
C_{\text{out}}(t) = C_0 \int_{0}^{t} E(t') dt'
\left[ \frac{C_{\text{out}}(t)}{C_0} \right]_{\text{step}} = \int_{0}^{t} E(t') dt' = F(t)
F(t) = \left[ \frac{C_{\text{out}}(t)}{C_0} \right]_{\text{step}} \tag{4}
E(t) = \frac{dF}{dt} = \frac{d}{dt} \left[ \frac{C_{\text{out}}(t)}{C_0} \right]_{\text{step}}
Positive step is usually easier to carry out experimentally than the pulse test.
Total amount of tracer in feed over the period of test does not have to be known
Drawbacks
Other Tracer Techniques
Negative step (elution), Frequency response method, Methods that use inputs other than pulse or step
These techniques are much more difficult to carry out and are not encountered often.
Sometimes F curve is used in the same manner as the RTD in modeling chemical reactors.
Fraction of effluent that has been in the reactor for less than t
F(t) = \int_{0}^{t} E(t) \, dt
Fraction of effluent that has been in the reactor for longer than t
1 - F(t) = \int_{t}^{\infty} E(t) \, dt
t_m = \frac{\int_0^\infty t E(t) dt}{\int_0^\infty E(t) dt} = \int_0^\infty t E(t) dt
In absence of dispersion, and for constant volumetric flow rate,
t_m = \tau \qquad \Rightarrow \qquad V = \upsilon t_m \qquad \text{ only for closed systems }
Variance (\sigma^2): Magnitude indicates spread of distribution
\sigma^2 = \int_0^\infty (t - t_m)^2 E(t) dt
Skewness (s^3): Magnitude measures extent that distribution is skewed in one direction in reference to mean
s^3 = \frac{1}{\sigma^{3/2}} \int_0^\infty (t - t_m)^3 E(t) dt
Frequently a normalized function is used instead of E(t).
Let \theta \equiv \frac{t}{\tau} : Number of reactor volumes of fluid based on entrance conditions that have flowed through the reactor in time t
E(\theta) = \tau E(t) \qquad; \qquad \int_{0}^{\infty} E(\theta) d\theta = 1
The flow performance inside reactors of different sizes can be compared directly.
If normalized function E(\Theta) is used, all perfectly mixed CSTRs have numerically the same RTD. If the simple function E(t) is used, numerical values of E(t) can differ substantially.
A function such that I(\alpha) \Delta \alpha is the fraction of material inside the reactor that has been inside for a period of time between \alpha and \alpha + \Delta \alpha.
In catalytic reaction using catalyst whose activity decays with time, I(\alpha) is of importance and can be used to model the reactor.
I(\alpha) = \frac{(1 - F(\alpha))}{\tau}
E(\alpha) = -\frac{d}{d\alpha} \left[ \tau I(\alpha) \right]
For CSTR
I(\alpha) = -\frac{1}{\tau} e^{-\alpha / \tau}
E(t) = \delta(t - \tau) (Dirac delta function)
\delta(x) = \begin{cases} 0 & \text{when } x \neq 0 \\ \infty & \text{when } x = 0 \end{cases}
Properties of Dirac delta function
\int_{-\infty}^{\infty} \delta(x) dx = 1 \qquad ; \qquad \int_{-\infty}^{\infty} g(x) \delta(x - \tau) dx = g(\tau)
t_m = \int_{0}^{\infty} t E(t) dt = \int_{0}^{\infty} t \delta(t - \tau) dt = \tau
Concentration in effluent stream is identical to the concentration throughout the reactor.
Material balance on an inert tracer injected as a pulse at t = 0
\text{In} - \text{Out} = \text{Accumulation} \Rightarrow 0 - \upsilon C = V \frac{dC}{dt}
C(t) = C_0 e^{-t/\tau}
E(t) = \frac{C(t)}{\int_{0}^{\infty} C(t) dt} = \frac{C_0 e^{-t/\tau}}{\int_{0}^{\infty} C_0 e^{-t/\tau} dt} = \frac{e^{-t/\tau}}{\tau}
E(\theta) = e^{-\theta} \quad \text{where} \quad \theta = \frac{t}{\tau} ; \quad E(\theta) = \tau E(t)
Cumulative Distribution Function F(t)
F(t) = \int_{0}^{t} E(t)dt = \int_{0}^{t} \frac{e^{-t/\tau}}{\tau} dt
F(t) = 1 - e^{-t/\tau}; F(\theta) = 1 - e^{-\theta}
Mean residence time t_m = \int_{0}^{\infty} t E(t) dt = \int_{0}^{\infty} \frac{t}{\tau} e^{-t/\tau} dt = \tau
\sigma^2 = \int_{0}^{\infty} \frac{(t - \tau)^2}{\tau} e^{-t/\tau} dt = \tau^2 \int_{0}^{\infty} (x - 1)^2 e^{-x} dx = \tau^2
\sigma = \tau: Standard deviation is as large as the mean
In some stirred tanks, there is a highly agitated zone in the vicinity of the impeller \rightarrow CSTR
Depending on the location of the inlet and outlet, the reacting mixture may follow a tortuous path either before entering or after leaving the perfectly mixed zone \rightarrow PFR
Early mixing: C = C_0 e^{-t/\tau_s}; \tau_s: CSTR mean RT; \tau_p: PFR mean RT
This conc. output will be delayed by \tau_p at the outlet plug flow section
RTD E(t) = \begin{cases} 0 & t < \tau_p \\ \frac{e^{-(t - \tau_p) / \tau_s}}{\tau_s} & t \ge \tau_p \end{cases}
Late Mixing
E(t) = \begin{cases} 0 & t < \tau_p \\ \frac{e^{-(t - \tau_p) / \tau_s}}{\tau_s} & t \ge \tau_p \end{cases}
Chemical Reaction Engineering