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20-Bio-A2 Process Dynamics and Control · May 2017

Question 6 of 8: Second-Order ODE — Standard Form, Stability and Damping

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Notes on this paper

National Exams / EGBC — May 2017 — 04-Bio-A2 Process Dynamics and Control. Three-hour open-book examination; any non-communicating calculator is permitted. The cover page states that only the first five questions in the answer book are marked, yet all eight problems are printed on the paper — all eight are solved below for completeness, since the full set is a study resource. Content spans sampled-data (digital) control, state-space-to-transfer-function modelling, Internal Model Control (IMC) of a non-minimum-phase dead-time process, Nyquist and Routh stability, frequency response (Bode/gain-margin) design and nonlinear-reactor linearisation.

Reference texts: D. E. Seborg, T. F. Edgar, D. A. Mellichamp & F. J. Doyle III, Process Dynamics and Control (4th ed., Wiley) — Laplace/z-domain modelling, transfer functions, Routh and Jury stability, Nyquist/Bode frequency response and IMC design; G. Stephanopoulos, Chemical Process Control: An Introduction to Theory and Practice (Prentice Hall) — Nyquist criterion, dead-time systems and sampled-data control. Standard control conventions (deviation variables; unity sensor/valve gains unless stated) are used throughout.

Problem 6: Second-Order ODE — Standard Form, Stability and Damping (20% total)

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. $\ddot y+k\dot y+10y=2x$ (deviation variables, zero initial conditions).

Find. (a) $Y(s)/X(s)$ in standard second-order form; (b) the ranges of $k$ giving a stable / underdamped / overdamped open-loop step response; (c) $\tau(k)$ and $\zeta(k)$ when underdamped.

Approach. Laplace-transform, normalise the constant term to $1$ to read off the standard-form gain, time constant and damping ratio by inspection, then classify the roots of the characteristic quadratic against $k$.

  1. (a) Standard form. $(s^2+ks+10)Y=2X$; dividing by $10$, $$\boxed{\frac{Y}{X}=\frac{0.2}{0.1s^2+0.1k\,s+1}=\frac{K}{\tau^2s^2+2\zeta\tau s+1}}$$ with $K=0.2$, $\tau=\dfrac{1}{\sqrt{10}}=0.316$, and $2\zeta\tau=0.1k$.
  2. (b) Classify the roots of $s^2+ks+10=0$. (i) Stable iff both coefficients are positive (the constant term $10$ already is), so $k>0$. (ii) Underdamped ($\zeta<1$, complex roots) iff the discriminant $k^2-40<0$, i.e. $0<k<2\sqrt{10}=6.325$. (iii) Overdamped ($\zeta>1$, real distinct roots) iff $k>2\sqrt{10}=6.325$ (critically damped exactly at $k=6.325$).
  3. (c) Underdamped $\tau$ and $\zeta$. From $2\zeta\tau=0.1k$ with $\tau=1/\sqrt{10}$ fixed, $$\boxed{\tau=\frac{1}{\sqrt{10}}=0.316\ \text{(independent of }k),\qquad \zeta=\frac{k}{2\sqrt{10}}=0.1581\,k.}$$ Only the damping ratio depends on $k$; the natural period is fixed entirely by the $10y$ term. As $k$ rises from $0$ toward $6.325$ the response moves from sustained oscillation toward critical damping.
ResultValue
Standard form$Y/X=0.2/(0.1s^2+0.1ks+1)$
(i) Stable$k>0$
(ii) Underdamped$0<k<6.325$
(iii) Overdamped$k>6.325$
(c) $\tau$, $\zeta$$\tau=0.316$ (const.); $\zeta=0.1581k$