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23-Chem-A6 Process Dynamics and Control · December 2016

Question 1 of 8: Inverse Laplace Transforms and Stability

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Reference texts: D. E. Seborg, T. F. Edgar, D. A. Mellichamp & F. J. Doyle III, Process Dynamics and Control (4th ed., Wiley) — Laplace-domain modelling, linearisation, transfer functions, feedback stability, frequency response and IMC design; G. Stephanopoulos, Chemical Process Control: An Introduction to Theory and Practice (Prentice Hall) — Routh test, Nyquist criterion and dead-time systems; D. R. Coughanowr & S. E. LeBlanc, Process Systems Analysis and Control (3rd ed., McGraw-Hill) — first-order thermal/level dynamics, step/ramp/pulse response and block-diagram algebra. Standard control conventions (deviation variables; unity valve/sensor gains unless stated) are used throughout. This December 2016 sitting is an open-book paper of eight problems of which any five constitute a complete exam; all eight are solved here.

Problem 1: Inverse Laplace Transforms and Stability (20%)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Two Laplace-domain outputs sharing the quadratic factor $s^2-6s+18=(s-3)^2+9$, whose roots are $s=3\pm 3j$.

Find. $y_a(t)$ and $y_b(t)$, and a stability verdict for each.

P1: s-plane poles (×) and zero (◯) — both parts have RHP polesRHP (unstable)Re(s)Im(s)×××poles 3±3j
Pole–zero map. Both transforms carry the complex pair $3\pm 3j$ in the right-half plane; part (a) adds a pole at the origin, part (b) a double pole there. Any right-half-plane pole forces an $e^{3t}$ term, so both responses are unstable — settle this from the poles before inverting.

Approach. Read stability directly from the pole locations, then split each transform by partial fractions and invert term by term using $\mathcal{L}^{-1}\{(s-a)/[(s-a)^2+\omega^2]\}=e^{at}\cos\omega t$ and $\mathcal{L}^{-1}\{\omega/[(s-a)^2+\omega^2]\}=e^{at}\sin\omega t$.

  1. Locate the poles & rule on stability. The quadratic $s^2-6s+18$ has discriminant $36-72<0$, so its roots are $s=3\pm3j$. Their real part $+3>0$ lies in the right-half plane, hence the time response contains $e^{3t}$ and grows without bound: $$\boxed{\text{both (a) and (b) are UNSTABLE.}}$$
  2. (a) Partial fractions. Write $\dfrac{s-3}{s(s^2-6s+18)}=\dfrac{A}{s}+\dfrac{Bs+C}{(s-3)^2+9}$. Matching: $s=0\Rightarrow-3=18A\Rightarrow A=-\tfrac16$; $s^2$-coeff $A+B=0\Rightarrow B=\tfrac16$; $s^1$-coeff $-6A+C=1\Rightarrow C=0$.
  3. (a) Invert. The complex part is $\tfrac16\dfrac{s}{(s-3)^2+9}=\tfrac16\dfrac{(s-3)+3}{(s-3)^2+9}$, giving cosine and sine at $\omega=3$: $$\boxed{y_a(t)=-\tfrac16+\tfrac16 e^{3t}\big(\cos 3t+\sin 3t\big).}$$ The $e^{3t}$ envelope confirms instability.
  4. (b) Partial fractions. $\dfrac{s-3}{s^2(s^2-6s+18)}=\dfrac{A}{s}+\dfrac{B}{s^2}+\dfrac{Cs+D}{(s-3)^2+9}$. Matching: $s=0\Rightarrow-3=18B\Rightarrow B=-\tfrac16$; $s^1\Rightarrow18A-6B=1\Rightarrow A=0$; $s^3\Rightarrow A+C=0\Rightarrow C=0$; $s^2\Rightarrow-6A+B+D=0\Rightarrow D=\tfrac16$.
  5. (b) Invert. With $A=C=0$, $B=-\tfrac16$, $D=\tfrac16$ the sine term is $\tfrac16\dfrac{1}{(s-3)^2+9}=\tfrac{1}{18}\dfrac{3}{(s-3)^2+9}$: $$\boxed{y_b(t)=-\tfrac{t}{6}+\tfrac{1}{18}e^{3t}\sin 3t.}$$ Again the growing exponential makes the response unstable.
PartInverse transformStability
(a)$y_a(t)=-\tfrac16+\tfrac16 e^{3t}(\cos3t+\sin3t)$Unstable (poles $3\pm3j$)
(b)$y_b(t)=-\tfrac{t}{6}+\tfrac{1}{18}e^{3t}\sin3t$Unstable (poles $3\pm3j$)
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