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22-Mec-A6 Fluid Machinery · May 2017

Question 4 of 6: Step (Rayleigh) Bearing — Lubrication Theory

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

Notes on this paper

Paper format: National Exams – May 2017, 16-Mec-A6 Advanced Fluid Mechanics. Open book, 3 hours. Six questions of equal value (20 marks); any five constitute a complete paper. All six are solved here as a study resource.

Reference texts: Fox, Pritchard & McDonald, Introduction to Fluid Mechanics, 10th ed.; F. M. White, Fluid Mechanics, 8th ed.; J. D. Anderson, Modern Compressible Flow, 3rd ed. (Q1); I. G. Currie, Fundamental Mechanics of Fluids (Q2); Munson, Young & Okiishi, Fundamentals of Fluid Mechanics (Q5).

Note on the subject. The 16-Mec-A6 sittings (2017–2019) are the Advanced Fluid Mechanics syllabus — compressible flow, potential flow, integral momentum, lubrication theory, dimensional analysis and boundary layers — a different exam from the 07-Mec-A6 pump/turbine papers.

Question 4: Step (Rayleigh) Bearing — Lubrication Theory (20 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. Steady, incompressible, isothermal creeping flow of a Newtonian oil in a thin two-step gap; inertia negligible; pressure rises linearly from $0$ to $P_s$ over $L_1$ then falls linearly to $0$ over $L_2$.

Given data (part d)
QuantityValue
Slider speed $U$0.5 m/s
Oil viscosity $\mu$3.85 N·s/m²
Section 1: $h_1,\ L_1$1 mm, 30 mm
Section 2: $h_2,\ L_2$2 mm, 100 mm

Find. (a) the reduced momentum equations; (b) $q$ and $\Delta p$ in a section; (c) $p(x)$; (d) the load per unit width $W$.

sliderUbearingh₁h₂L₁L₂P_sP=0P=0L₁L₂
Figure 4: Step bearing (slider over stepped bearing) and the resulting triangular pressure distribution, peaking at $P_s$ over the step.

Approach. Apply the lubrication (thin-film) scaling to Navier–Stokes, integrate the velocity profile with the stated no-slip conditions, impose continuity of the flow rate across the step to fix $P_s$, then integrate the pressure to obtain the load.

(a) Reduced equations. With $h\ll L$ and $Re\to0$, inertia and the streamwise diffusion term drop out. The $x$- and $y$-momentum equations reduce to $$\frac{dp}{dx}=\mu\frac{\partial^{2}u}{\partial y^{2}},\qquad \frac{\partial p}{\partial y}=0,$$ so pressure is a function of $x$ only and the velocity profile is locally parabolic.

  1. (b) Velocity profile and flow rate. Integrating twice with $u(0)=0$, $u(h)=-U$, $$u(y)=\frac{1}{2\mu}\frac{dp}{dx}\big(y^{2}-hy\big)-\frac{U y}{h}.$$ The flow rate per unit width is $$q=\int_0^{h}u\,dy=-\frac{h^{3}}{12\mu}\frac{dp}{dx}-\frac{U h}{2}.$$ Since $q$ and $h$ are constant within a section, $dp/dx$ is constant, so the pressure change over a length $\ell$ is $\Delta p=\dfrac{dp}{dx}\,\ell=-\left(\dfrac{12\mu q}{h^{3}}+\dfrac{6\mu U}{h^{2}}\right)\ell$ — linear in $x$.
  2. (c) Match the flow rate across the step. With $dp/dx=+P_s/L_1$ in section 1 and $-P_s/L_2$ in section 2, equal flow rate $q_1=q_2$ gives $$-\frac{h_1^{3}}{12\mu}\frac{P_s}{L_1}-\frac{U h_1}{2}=+\frac{h_2^{3}}{12\mu}\frac{P_s}{L_2}-\frac{U h_2}{2},$$ $$\boxed{P_s=\frac{6\mu U\,(h_2-h_1)}{\dfrac{h_1^{3}}{L_1}+\dfrac{h_2^{3}}{L_2}}.}$$ The pressure field is then $p=P_s\,x_1/L_1$ in section 1 and $p=P_s(1-x_2/L_2)$ in section 2 — the triangular profile of Figure 4.
  3. (d) Peak pressure and load. Substituting the data ($h_1^3/L_1=3.33\times10^{-8}$, $h_2^3/L_2=8.0\times10^{-8}$ m²), $$P_s=\frac{6(3.85)(0.5)(0.001)}{1.133\times10^{-7}}=1.019\times10^{5}\ \text{Pa}=102\ \text{kPa}.$$ The load per unit width is the area under the triangular pressure profile, $$W=\tfrac12 P_s\,(L_1+L_2)=\tfrac12(1.019\times10^{5})(0.130),$$ $$\boxed{W=6.62\times10^{3}\ \text{N/m}\ (\approx6.62\ \text{kN per metre of width}).}$$
Question 4 — results
QuantityResult
Reduced momentum$dp/dx=\mu\,\partial^2u/\partial y^2,\ \ \partial p/\partial y=0$
Flow rate per width$q=-\dfrac{h^3}{12\mu}\dfrac{dp}{dx}-\dfrac{Uh}{2}$
Peak pressure $P_s$102 kPa
Load capacity $W$6.62 kN/m
Check: the oil density is not needed — creeping flow is inertia-free, so $\rho$ only enters through the (negligible) Reynolds number. The sign of $P_s$ is positive because, with the stated $u(h)=-U$ convention, the entraining surface drags oil from the thick film ($h_2$) toward the thin film ($h_1$), a converging wedge that generates positive load.