Question 1 of 6: Plane potential flow from a logarithmic velocity potential
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. National Exams, May 2015 —
07-Mec-B6 Advanced Fluid Mechanics. Three hours, OPEN BOOK, any
approved Sharp or Casio calculator permitted. Six questions are printed; any five of them
constitute a complete paper and each carries an equal 20 marks, with the item weights shown
in the left margin. No aid sheet is bound into the paper — the open-book rule is the candidate’s table source, so the compressible-flow ratios below are quoted in closed form rather than read from a chart. All six questions are solved here.
Reference texts. Solutions follow the conventions of the texts the
EGBC syllabus recommends for this subject:
F. M. White, Fluid Mechanics, 8th ed. — potential-flow building blocks
(§4.4, §8.2–8.3), turbulent flat-plate layers (§7.4), dimensional
analysis (§5.2–5.4), duct flow with friction (§9.7).
F. M. White, Viscous Fluid Flow, 3rd ed. — exact solutions of the
Navier–Stokes equations and lubrication theory (§3.2, §3.9).
J. D. Anderson, Modern Compressible Flow, 3rd ed. — quasi-one-dimensional
nozzle flow, normal shocks and Fanno flow (Ch. 3 and Ch. 5).
P. K. Kundu, I. M. Cohen & D. R. Dowling, Fluid Mechanics, 6th ed. —
complex potential and plane potential flows (Ch. 6); boundary layers (Ch. 9).
B. R. Munson et al., Fundamentals of Fluid Mechanics, 8th ed. —
Buckingham Pi method and model similarity (Ch. 7).
SI units throughout. Air and mercury properties are those printed in the question; all
pressures are absolute unless a gauge value is stated explicitly, which is standard Canadian
practice for this examination.
Question 1: Plane potential flow from a logarithmic velocity potential (20 marks)
Given. A two-dimensional, incompressible, irrotational flow whose velocity
potential in plane polar coordinates is $\phi(r,\theta) = -\tfrac{A}{2\pi}\ln r$, with
$A>0$ a constant of dimensions $\text{m}^{2}\,\text{s}^{-1}$ (area per unit time, i.e. a
volume flow rate per unit depth). The potential depends on $r$ alone.
Find. The conjugate stream function $\psi$, a sketch of the two families
of curves $\phi=\text{const}$ and $\psi=\text{const}$, the radial velocity component
$V_r(r)$ with an identification of the flow pattern, and the physical interpretation of $A$.
Figure 1.1 — Streamlines
(solid rays, drawn with the flow direction) and equipotentials (dashed circles) of
$\phi=-\tfrac{A}{2\pi}\ln r$. The two families are mutually orthogonal everywhere, as they
must be for a potential flow.
Approach. Apply the polar Cauchy–Riemann relations that link
$\phi$ and $\psi$, integrate them for $\psi$, differentiate $\phi$ for the velocity
components, and interpret $A$ from the volume flux across a closed circuit.
Part (a) — write the polar Cauchy–Riemann relations.
For a plane incompressible potential flow the velocity components follow from either
function,
$$\begin{aligned}
V_r&=\frac{\partial\phi}{\partial r}=\frac{1}{r}\frac{\partial\psi}{\partial\theta}\cr
V_\theta&=\frac{1}{r}\frac{\partial\phi}{\partial\theta}=-\frac{\partial\psi}{\partial r}
\end{aligned}$$
These are the statements that $\phi$ satisfies irrotationality and $\psi$ satisfies
continuity; together they let either function be recovered from the other.
Differentiate the given potential. Because $\phi$ carries no $\theta$
dependence,
$$\begin{aligned}
\frac{\partial\phi}{\partial r}&=-\frac{A}{2\pi r}\cr
\frac{\partial\phi}{\partial\theta}&=0
\end{aligned}$$
Integrate for the stream function. The first relation gives
$\tfrac{1}{r}\tfrac{\partial\psi}{\partial\theta}=-\tfrac{A}{2\pi r}$, so
$\tfrac{\partial\psi}{\partial\theta}=-\tfrac{A}{2\pi}$ and
$\psi=-\tfrac{A}{2\pi}\theta+f(r)$. The second relation gives
$\tfrac{\partial\psi}{\partial r}=-V_\theta=0$, hence $f(r)$ is a constant, which may be
set to zero without changing any velocity:
$$\boxed{\;\psi(r,\theta)=-\frac{A}{2\pi}\,\theta\;}$$
Equivalently, in complex-potential form $F(z)=\phi+i\psi=-\tfrac{A}{2\pi}\ln z$, whose
real and imaginary parts reproduce both functions at once.
Part (b) — identify the two families of curves. Setting
$\phi=\text{const}$ requires $\ln r=\text{const}$, i.e. $r=\text{const}$: the
equipotentials are concentric circles centred on the origin. Setting
$\psi=\text{const}$ requires $\theta=\text{const}$: the streamlines are radial rays
emanating from the origin. Circles and rays intersect at right angles everywhere, which is
the geometric signature of a potential flow, and Figure 1.1 above is the required sketch.
The origin itself is a singular point at which the model breaks down.
Part (c) — evaluate the velocity components. From step 2,
$$\boxed{\;V_r=\frac{\partial\phi}{\partial r}=-\frac{A}{2\pi r}\quad\text{and}\quad V_\theta=0\;}$$
With $A>0$ the radial velocity is negative at every radius, so fluid moves
steadily inward along the rays and there is no swirl. The speed varies as $1/r$:
at $r=1\ \text{m}$ it is $A/2\pi$, and it grows without bound as the origin is approached.
This is a plane line sink of strength A located at the origin — the
mirror image of the familiar line source, whose potential carries the opposite sign.
Part (d) — interpret the constant from the volume flux. The
volume flow crossing any circle of radius $r$, per unit depth normal to the plane, is
$$Q=\oint \mathbf{V}\cdot\mathbf{n}\,\mathrm{d}s=V_r\,(2\pi r)
=\left(-\frac{A}{2\pi r}\right)(2\pi r)=-A .$$
The radius has cancelled: the same volume crosses every circle, as continuity demands for
a flow with no sources or sinks other than the one at the origin. Hence
$$\boxed{\;\begin{aligned}
A&=\text{volume flow rate per unit depth drawn into the sink}\cr
[A]&=\text{m}^{3}\,\text{s}^{-1}\,\text{m}^{-1}=\text{m}^{2}\,\text{s}^{-1}
\end{aligned}\;}$$
The same conclusion follows from the stream function: going once around the origin changes
$\theta$ by $2\pi$ and therefore changes $\psi$ by $-A$, and the change in $\psi$ between
two streamlines is the volume flux between them. A practical reading of $A$ is the
suction rate of a long slotted drain, a line of well points, or a porous collector pipe
per metre of its length.