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22-Mec-B6 Advanced Fluid Mechanics · December 2014

Question 4 of 5: Turbulent inlet region of a two-dimensional channel

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

Notes on this paper

Paper format. National Exams, December 2014 — 07-Mec-B6 Advanced Fluid Mechanics. Three hours, OPEN BOOK, any non-communicating calculator permitted. Five questions are printed; candidates answer any four and all questions are equally weighted, so each question carries 25 of the 100 marks. A four-page aid sheet (compressible flow, boundary-layer integral relations, the Navier–Stokes equations in Cartesian and cylindrical-polar form, and potential-flow building blocks) is bound into the paper; every relation used below is taken from it. All five questions are solved here.

Reference texts. Solutions follow the conventions of the texts the EGBC syllabus recommends for this subject:

SI units throughout; air and water properties are those printed in the question, and Canadian practice (SI, absolute pressures stated explicitly) is followed.

Question 4: Turbulent inlet region of a two-dimensional channel (25 marks)

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.

QuantitySymbolValue
Channel heighth2 mm = 2.0 × 10−3 m
Bulk inlet speedUo5 m/s (uniform profile at x = 0)
Kinematic viscosity (water)ν1.0 × 10−6 m²/s (ρ = 1000 kg/m³)
Channel Reynolds numberRehUoh/ν = 10 000 → turbulent layers
Growth law (turbulent, given)δ/x0.2 Rex−1/7, Rex = U∞x/ν
Shape factors (given)δ*/δ, θ/δ1/8, 7/72
Skin friction (aid sheet, turbulent)Cfx0.0266 Rex−1/7
End of inlet regionδ(L)h/2 = 1.0 mm

Find. U∞(δ); the inlet length as L/h and the centre-line speed there; the streamwise pressure gradient at x = L; and the wall shear stress at x = L.

U(o) = 5 m/sx = 0x = Lxh = 2 mmδ(x)inviscid core, speed U(∞)(x)δ = h/2: fully developed
Figure 4.1 — Inlet region. Two turbulent boundary layers grow from the walls; the displaced core accelerates from U(o) to U(∞) so that the mass flux stays constant, and the inlet ends where the layers meet.

Approach. Conservation of mass written with the displacement thickness gives the core acceleration in one line; substituting the given growth law at δ = h/2 fixes the inlet length; Bernoulli in the irrotational core then converts that acceleration into a pressure gradient, and the aid-sheet skin-friction law gives the wall stress.

  1. Part (a) — write mass conservation with the displacement thickness. The volume flux per unit width entering at x = 0 is $ U_o h $. At any station x the two boundary layers each remove a flux $ U_\infty\delta^{*} $ from what a uniform core of speed $ U_\infty $ would carry — that is the definition of $ \delta^{*} $ — so $$U_o h=\int_0^h u\,dy=U_\infty\left(h-2\delta^{*}\right)$$ With the given shape factor $ \delta^{*}=\delta/8 $ this becomes $$\boxed{\;U_\infty(\delta)=\frac{U_o h}{h-\delta/4}=\frac{U_o}{1-\dfrac{\delta}{4h}}\;}$$ The core must accelerate as the layers thicken; it does so hyperbolically, slowly at first and then sharply as δ approaches its limit.
  2. Part (b), first half — evaluate the centre-line velocity at the end of the inlet. At x = L the layers meet, $ \delta = h/2 $, and the displaced height is $ h-\delta/4=h-h/8=7h/8 $, so $$\boxed{\;U_\infty(L)=\frac{U_o}{1-1/8}=\frac{8}{7}U_o=\frac{8}{7}(5)=5.714\ \text{m/s}\;}$$ The core has gained 14.3 % of its speed — an increase that is fixed by the shape factor alone and is independent of the fluid or the flow rate. (Downstream of L the profile relaxes to the fully developed turbulent shape, whose centre-line speed is only a little higher.)
  3. Part (b), second half — invert the growth law for L. Substituting $ \mathrm{Re}_x=U_\infty x/\nu $ into the given law and solving for x when $ \delta = h/2 $, $$\begin{aligned} \delta&=\frac{0.2\,x}{\left(U_\infty x/\nu\right)^{1/7}} =0.2\,x^{6/7}\left(\frac{\nu}{U_\infty}\right)^{1/7}\ \Longrightarrow\quad L&=\left[\frac{h/2}{0.2\left(\nu/U_\infty\right)^{1/7}}\right]^{7/6} \end{aligned}$$ Using $ U_\infty = 5.714 $ m/s at the end of the inlet, $ (\nu/U_\infty)^{1/7}=(1.75\times10^{-7})^{1/7}=0.1083 $ and $$L=\left[\frac{1.0\times10^{-3}}{0.2(0.1083)}\right]^{7/6} =\left(0.04616\right)^{7/6}=0.02765\ \text{m}=27.6\ \text{mm}$$ $$\boxed{\;\frac{L}{h}=\frac{27.65}{2.0}=13.8\;}$$ As a self-consistency check, $ \mathrm{Re}_L=U_\infty L/\nu=1.58\times10^{5} $, giving $ 0.2L/\mathrm{Re}_L^{1/7}=1.00\times10^{-3} $ m — the assumed δ recovered exactly. An entrance length of about 14 channel heights is typical of turbulent duct flow, and an order of magnitude shorter than the laminar estimate $ L/h \approx 0.04\,\mathrm{Re}_h = 400 $ would be.
  4. Part (c), first half — differentiate the core velocity. The pressure gradient follows from how fast the core is accelerating, so first $$\begin{aligned} \frac{dU_\infty}{d\delta}&=\frac{U_o h/4}{\left(h-\delta/4\right)^{2}} =\frac{U_o h/4}{\left(7h/8\right)^{2}}=\frac{16\,U_o}{49\,h}\ &=\frac{16(5)}{49(0.002)}=816.3\ \text{s}^{-1} \end{aligned}$$ and, differentiating $ \delta \propto x^{6/7} $, $$\frac{d\delta}{dx}=\frac{6}{7}\frac{\delta}{x}\bigg|_{x=L} =\frac{6}{7}\cdot\frac{1.0\times10^{-3}}{0.02765}=0.03101$$ so by the chain rule $ dU_\infty/dx=816.3\times0.03101=25.31\ \text{s}^{-1} $.
  5. Part (c), second half — convert acceleration into a pressure gradient. Assumption (iv) makes the core irrotational, so Bernoulli holds along the centre-line and $ p+\tfrac12\rho U_\infty^{2} $ is constant; differentiating, $$\frac{dp}{dx}=-\rho\,U_\infty\frac{dU_\infty}{dx}=-(1000)(5.714)(25.31)$$ $$\boxed{\;\frac{dp}{dx}\bigg|_{x=L}=-1.45\times10^{5}\ \text{Pa/m}=-145\ \text{kPa/m}\;}$$ The gradient is favourable (falling pressure), as it must be while the core is speeding up. Over the whole 27.6 mm inlet the total pressure drop is of order 4 kPa, most of it concentrated near x = L where the acceleration is steepest.
  6. Part (d) — apply the aid-sheet skin-friction law at x = L. With $ \mathrm{Re}_L=1.579\times10^{5} $, so $ \mathrm{Re}_L^{1/7}=5.529 $, $$C_{fx}=\frac{0.0266}{\mathrm{Re}_x^{1/7}}=\frac{0.0266}{5.529}=4.811\times10^{-3}$$ $$\tau_w=C_{fx}\cdot\tfrac12\rho U_\infty^{2} =4.811\times10^{-3}\times\tfrac12(1000)(5.714)^{2}$$ $$\boxed{\;\tau_w=78.5\ \text{Pa}\;}$$ The friction velocity is $ u_\tau=\sqrt{\tau_w/\rho}=0.280 $ m/s, about 4.9 % of the core speed — the ratio one expects for a turbulent layer at this Reynolds number, and a useful sanity check on the arithmetic.
  7. Note the two length scales the answers imply. With $ \delta^{*}=\delta/8=0.125 $ mm and $ \theta=(7/72)\delta=0.0972 $ mm at x = L, the shape factor is $ H=\delta^{*}/\theta=9/7=1.286 $ — the classic value for a turbulent 1/7-power profile, and far below the 2.59 of a laminar Blasius layer. That is the quantitative reason the turbulent inlet is so much shorter: the fuller profile displaces less flow, so the core has to accelerate less, and the layer reaches h/2 in a few tens of channel heights.
Check: U∞ is treated as locally constant when differentiating δ. Strictly, δ(x) depends on x both explicitly and through U∞(x), so dδ/dx = (6/7)δ/x is an approximation that ignores the (1/7)-power dependence on a velocity that changes by only 14 % over the whole inlet. Carrying that term would alter dδ/dx by roughly 2 % and dp/dx by the same, which is well inside the accuracy of the empirical 0.2 and 0.0266 constants. The alternative convention, evaluating Rex with Uo rather than U∞, would give L/h = 13.4 — the question specifies U∞ in assumption (iii), which is what is used here.
PartQuantityResult
(a)Centre-line velocityU∞ = Uoh/(h − δ/4) = Uo/(1 − δ/4h)
(b)Centre-line velocity at x = L(8/7)Uo = 5.714 m/s
Inlet lengthL = 27.6 mm
Inlet length ratioL/h = 13.8 (ReL = 1.58 × 105)
(c)Core accelerationdU∞/dx = 25.3 s−1
Pressure gradient at x = Ldp/dx = −1.45 × 105 Pa/m (favourable)
(d)Skin-friction coefficientCfx = 4.81 × 10−3
Wall shear stress at x = Lτw = 78.5 Pa (uτ = 0.280 m/s)