22-Mec-B6 Advanced Fluid Mechanics · Undated paper
Question 5 of 6: Wind-tunnel testing of a submarine model — Reynolds similarity
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. National Exams, May 2019 —
printed code 16-Mec-A6Advanced Fluid Mechanics (the cover page and every running header read 16-Mec-A6, May 2019). Three hours, OPEN BOOK, any approved Sharp or Casio calculator permitted. Six questions are printed; any five of them constitute a complete paper for 100 marks, each question carries an equal 20 marks, and the item weights are printed in the left margin. No aid sheet is bound into the paper — the open-book rule is the candidate’s table source, so every compressible-flow ratio below is 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. — control-volume momentum (§3.4),
potential-flow building blocks (§4.4, §8.2–8.3), dimensional analysis and
modelling (§5.2–5.4), turbulent flat-plate layers (§7.4), isentropic and
normal-shock relations (§9.3–9.5).
J. D. Anderson, Modern Compressible Flow, 3rd ed. — quasi-one-dimensional
nozzle flow and normal shocks (Ch. 3 and Ch. 5).
F. M. White, Viscous Fluid Flow, 3rd ed. — exact solutions of the
Navier–Stokes equations (§3.2).
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).
R. W. Fox, A. T. McDonald & J. W. Mitchell, Introduction to Fluid Mechanics,
10th ed. — momentum analysis of pipe bends (Ch. 4) and similitude (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. Water and air properties not printed in the
paper are taken from the standard Canadian-edition property tables at the stated temperatures, and
each such value is named where it is used.
Question 5: Wind-tunnel testing of a submarine model — Reynolds similarity (20 marks)
Find. The tunnel air speed that makes the model flow dynamically similar to the
prototype flow, and a judgement on whether that speed keeps the similarity assumption honest.
Figure 5. Prototype and one-eighth model. Matching the Reynolds number across a
1 : 8 length reduction and a 13.7-fold rise in kinematic viscosity forces a
109-fold increase in test speed.
Approach. Dimensional analysis of drag on a fully submerged body gives
$C_D = f(Re)$ alone; equate the model and prototype Reynolds numbers to solve for the tunnel speed;
then test the one assumption that equation hides — incompressibility — by computing the
model Mach number.
Establish which parameter must be matched. For a body deeply submerged in a single
fluid, with no free surface to make waves and no cavitation, dimensional analysis of
$F = f(\rho, \mu, V, L)$ leaves one independent dimensionless group, so
$$C_D = \frac{F}{\tfrac12\rho V^{2}A} = f\!\left(Re\right),\qquad Re = \frac{VL}{\nu}$$
There is no Froude number to match — the submarine runs submerged, not on the surface — and
no Weber number, so Reynolds similarity alone gives complete dynamic similarity. That single
observation carries most of the 15 marks on part (a).
Assemble the fluid properties. Fresh water at 15 °C has
$\nu_w = 1.140\times10^{-6}\;\text{m}^2\text{/s}$. For the tunnel air at 25 °C and
101.325 kPa, the ideal-gas law gives
$$\rho_a = \frac{p}{RT} = \frac{101\,325}{287 \times 298.15} = 1.184\;\text{kg/m}^{3},
\qquad \nu_a = \frac{\mu_a}{\rho_a} = \frac{1.849\times10^{-5}}{1.184} = 1.562\times10^{-5}\;\text{m}^{2}\text{/s}$$
so air at these conditions is $\nu_a/\nu_w = 13.70$ times more “viscous” kinematically than
the lake water. This ratio, not the viscosities themselves, is what drives the answer.
Equate the Reynolds numbers (part a). Writing $Re_m = Re_p$ with the model
dimensions $L_m = \lambda L_p$,
$$\frac{V_m L_m}{\nu_a} = \frac{V_p L_p}{\nu_w}
\qquad\Longrightarrow\qquad
V_m = V_p \left(\frac{L_p}{L_m}\right)\left(\frac{\nu_a}{\nu_w}\right) = V_p \cdot \frac{1}{\lambda} \cdot \frac{\nu_a}{\nu_w}$$
$$V_m = 0.5 \times 8 \times 13.70 = \boxed{54.8\;\text{m/s}\;(197\;\text{km/h})}$$
Because the scale factor applies to every length equally, it does not matter whether $L$ or $D$ is used
as the characteristic length — the ratio $L_p/L_m$ is 8 either way. Using the diameter,
$$Re = \frac{0.5 \times 1.3}{1.140\times10^{-6}} = 5.70\times10^{5}
= \frac{54.8 \times 0.1625}{1.562\times10^{-5}}$$
which is a free check that the arithmetic closes on both sides.
Test the hidden assumption (part b). Reynolds similarity was derived on the
assumption that the air behaves as an incompressible fluid, so density does not enter as an independent
variable. That is only true while the Mach number stays low. At 25 °C,
$$a = \sqrt{\gamma R T} = \sqrt{1.4 \times 287 \times 298.15} = 346\;\text{m/s},
\qquad Ma = \frac{V_m}{a} = \frac{54.8}{346} = 0.158$$
$$\boxed{Ma = 0.158 < 0.3 \;\Rightarrow\; \text{the similarity assumption is valid}}$$
Quantify the margin and explain the answer. The conventional
$Ma < 0.3$ threshold is not arbitrary: the isentropic density change at the stagnation point is
$$\frac{\rho_0}{\rho} - 1 = \left(1+\tfrac{\gamma-1}{2}Ma^{2}\right)^{1/(\gamma-1)} - 1 = 1.3\;\%$$
at $Ma = 0.158$, which is smaller than the repeatability of a student drag balance, so treating the air
as incompressible introduces no measurable error. The test is therefore genuinely similar: the model
and prototype share the same $Re$, the same $C_D$, and the same flow topology, so the measured drag can
be scaled to the prototype through $F_p = C_D\,\tfrac12\rho_w V_p^{2}A_p$. Two practical caveats belong
in a complete answer — the tunnel blockage must stay small (the question states the tunnel section
is much larger than the model, which secures this) and the model must be geometrically similar
including its surface roughness, since at $Re \approx 6\times10^{5}$ the boundary layer is in
the transitional range where roughness moves the transition point. Had the required speed come out
above roughly 100 m/s, compressibility would have broken the similarity and the team would need a
pressurised tunnel, a heavier gas, or a towing tank instead.
Quantity
Result
Kinematic viscosity, water at 15 °C
1.140 × 10−6 m²/s
Air density / kinematic viscosity at 25 °C
1.184 kg/m³ / 1.562 × 10−5 m²/s
Viscosity ratio $\nu_a/\nu_w$
13.70
(a) Required tunnel air speed $V_m$
54.8 m/s (197 km/h)
Matched Reynolds number (on $D$)
5.70 × 105
Speed of sound at 25 °C
346 m/s
(b) Model Mach number
0.158 — below 0.3, so similarity is valid
Compressibility (stagnation density) error
1.3 %
Check: the paper does not print the fluid properties, so
$\nu_w(15^{\circ}\text{C}) = 1.140\times10^{-6}$ m²/s and
$\mu_a(25^{\circ}\text{C}) = 1.849\times10^{-5}$ Pa s are taken from standard property tables. Values
from a different table (e.g. $\nu_w = 1.14$–$1.16\times10^{-6}$) shift $V_m$ by at most about
2 %, which changes neither the answer to (b) nor any engineering conclusion.