23-Chem-A4 Chemical Reactor Engineering · Undated paper
Question 2 of 5: Testing a Dual-Site LHHW Rate Law for DME Synthesis
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams / EGBC — 16-Chem-A4, Chemical Reactor Engineering, May 2019 (archived without a date as “undated (16-Chem-A4)”) — 23-Chem-A4 Chemical Reactor Engineering. Three-hour open-book exam: one textbook of the candidate's choice, personal unit-conversion / mathematical tables (e.g. CRC Handbook) and any non-communicating calculator. Five questions are printed and any four constitute a complete paper (25 points each); all five are solved below. No credit is given for deriving rate expressions or standard formulas available in the textbook, so the design equations are quoted with their source and applied.
Reference texts: H. S. Fogler, Elements of Chemical Reaction Engineering (5th ed., Pearson) — PFR design equation, Langmuir–Hinshelwood rate-law analysis, residence-time distributions, internal effectiveness factor and external mass transfer in packed beds; O. Levenspiel, Chemical Reaction Engineering (3rd ed., Wiley) — tracer (pulse) experiments and film/pore-diffusion diagnostics for solid-catalysed reactions.
Question 2: Testing a Dual-Site LHHW Rate Law for DME Synthesis (25 marks: a 20, b 5)
Given. Point rates of DME formation against methanol partial pressure; feed methanol + N2 only, 375 K, 1340 kPa.
$p_M$ (kPa)
30
40
80
120
160
240
$r_{DME}$ (mol/kg·h)
0.155
0.156
0.200
0.217
0.219
0.220
Find. (a) Whether the dual-site rate law is consistent with the data; (b) best-fit $k_1$ and $K_M$.
Assumption
The feed contains no butanol, so $p_B=0$ and the $K_Bp_B$ adsorption term drops out. The tabulated rates are treated as point (differential) rates at the stated $p_M$. The data give no information on the reverse reaction, so the rate is used as printed (no reverse term).
Approach. With $p_B=0$ the law becomes $r_{DME}=k_1\left[\dfrac{K_Mp_M}{1+K_Mp_M}\right]^2$. Taking the square root and inverting gives a straight line in $p_M$ (the standard LHHW linearization, Fogler Ch. 10). Collinear transformed data answer part (a), and the slope and intercept give part (b). The fit is then checked back on the untransformed rates.
Linearize (part a). $\sqrt{r_{DME}}=\sqrt{k_1}\,\dfrac{K_Mp_M}{1+K_Mp_M}$, so $$\frac{p_M}{\sqrt{r_{DME}}}=\frac{1}{\sqrt{k_1}\,K_M}+\frac{1}{\sqrt{k_1}}\,p_M.$$ If the mechanism is right, a plot of $p_M/\sqrt{r_{DME}}$ against $p_M$ is a straight line.
Transformed data. $p_M/\sqrt{r_{DME}}=76.2,\ 101.3,\ 178.9,\ 257.6,\ 341.9,\ 511.7$ for the six points.
Least-squares line. Intercept $=14.82$, slope $=2.058$, coefficient of determination $R^2=0.9996$ (Figure 2a). The six points lie on a straight line.
Back-check on the rates. With the fitted constants the model predicts $r_{DME}=0.154,\ 0.170,\ 0.199,\ 0.210,\ 0.216,\ 0.223$. Five of the six points agree within 0.007 mol/kg·h (about 3%). The exception is the 40 kPa point: 0.156 measured against 0.170 predicted, or 8.7% low. On the rates themselves $R^2=0.948$ (Figure 2b).
Conclusion for (a).Yes. The data rise and then level off toward a plateau, as the squared-Langmuir form requires, and the linearized plot is straight, so the postulated rate equation fits. The one outlier (40 kPa, almost equal to the 30 kPa rate) is best read as experimental scatter. All the data lie in the near-saturation region ($K_Mp_M\ge4$), so they confirm the saturating form but cannot sharply separate this dual-site law from other saturating forms. Rates below about 10 kPa would be needed for that.
Parameters (part b). $\sqrt{k_1}=1/\text{slope}$ and $K_M=\text{slope}/\text{intercept}$: $$k_1=\frac{1}{2.058^2}=0.236,\qquad K_M=\frac{2.058}{14.82}=0.139$$ $$\boxed{k_1=0.236\ \text{mol DME/(kg cat}\cdot\text{h)},\qquad K_M=0.139\ \text{kPa}^{-1}}$$ Because $K_M^2p_M^2$ is dimensionless, $k_1$ carries the rate units and equals the saturation rate, just above the measured plateau of 0.220.
Figure 2a — Linearized test: $p_M/\sqrt{r_{DME}}$ against $p_M$ is a straight line ($R^2=0.9996$), confirming the dual-site LHHW form.
Figure 2b — Fitted rate law against the measured rates. The curve saturates at $k_1=0.236$; only the 40 kPa point falls noticeably below it.
Check
The linearization weights the points unevenly. A direct non-linear least-squares fit to the rates gives $k_1=0.241$ mol/kg·h and $K_M=0.123$ kPa−1, which agrees within 2% on $k_1$ and 12% on $K_M$. $K_M$ is the less well-determined constant because every point is close to saturation.