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Chapter 5 · 3 hours

Dimensional Analysis and Dynamic Similitude

Practice questions

Practice questions and answers

3 exam-style questions on this chapter, written for this site from the official syllabus. We haven’t found past IOE papers for this subject yet; if you have some, share them in the community.

  • Practice · 8 marks

State Buckingham's pi theorem. The pressure drop Δp\Delta p in a pipe of diameter DD and length LL depends on the mean velocity VV, the fluid density ρ\rho, the dynamic viscosity μ\mu and the roughness height ε\varepsilon of the pipe wall. Using Buckingham's method, obtain a dimensionless relation for Δp\Delta p.

Answer

Buckingham's pi theorem

If a physical phenomenon involves nn variables and these contain mm fundamental dimensions (M, L, T), then the relation among them can be expressed in terms of (n−m)(n - m) independent dimensionless groups (π\pi-terms).

Step 1: Variables

Δp=f(D,L,V,ρ,μ,ε)\Delta p = f(D, L, V, \rho, \mu, \varepsilon), so n=7n = 7.

VariableDimensions
Δp\Delta pML−1T−2ML^{-1}T^{-2}
DD, LL, ε\varepsilonLL
VVLT−1LT^{-1}
ρ\rhoML−3ML^{-3}
μ\muML−1T−1ML^{-1}T^{-1}

Step 2: Number of pi terms

m=3m = 3 (M, L, T), so number of π\pi terms =7−3=4= 7 - 3 = 4.

Step 3: Repeating variables

Choose 3 repeating variables that together contain M, L and T and are not themselves dimensionless in a group: DD (geometric), VV (kinematic) and ρ\rho (dynamic).

Step 4: Form the pi terms

π1\pi_1 with Δp\Delta p: π1=Δp DaVbρc\pi_1 = \Delta p\, D^a V^b \rho^c

  • M: 1+c=0⇒c=−11 + c = 0 \Rightarrow c = -1
  • T: −2−b=0⇒b=−2-2 - b = 0 \Rightarrow b = -2
  • L: −1+a+b−3c=0⇒a=0-1 + a + b - 3c = 0 \Rightarrow a = 0
π1=ΔpρV2\pi_1 = \frac{\Delta p}{\rho V^2}

π2\pi_2 with LL: length has the same dimension as DD, so π2=L/D\pi_2 = L/D.

π3\pi_3 with μ\mu: π3=μDaVbρc\pi_3 = \mu D^a V^b \rho^c

  • M: 1+c=0⇒c=−11 + c = 0 \Rightarrow c = -1
  • T: −1−b=0⇒b=−1-1 - b = 0 \Rightarrow b = -1
  • L: −1+a+b−3c=0⇒a=−1-1 + a + b - 3c = 0 \Rightarrow a = -1
π3=μρVD=1Re\pi_3 = \frac{\mu}{\rho V D} = \frac{1}{Re}

π4\pi_4 with ε\varepsilon: π4=ε/D\pi_4 = \varepsilon/D (relative roughness).

Step 5: Final relation

ΔpρV2=ϕ(LD,Re,εD)\frac{\Delta p}{\rho V^2} = \phi\left(\frac{L}{D}, Re, \frac{\varepsilon}{D}\right)

Experiment shows that Δp\Delta p is directly proportional to LL. Therefore

Δp=LD ρV2 ϕ1(Re,εD)=f LD ρV22\Delta p = \frac{L}{D}\,\rho V^2\, \phi_1\left(Re, \frac{\varepsilon}{D}\right) = f\,\frac{L}{D}\,\frac{\rho V^2}{2}

where f=2ϕ1(Re,ε/D)f = 2\phi_1(Re, \varepsilon/D) is the Darcy friction factor. This is the Darcy-Weisbach equation, hf=fLV2/(2gD)h_f = f L V^2/(2 g D).

  • Practice · 8 marks

Define Reynolds, Froude, Euler, Weber and Mach numbers as ratios of forces and state where each is important. Explain geometric, kinematic and dynamic similarity, and explain why complete similarity is often impossible in model studies (incomplete similarity).

Answer

Dimensionless numbers

Each is the ratio of the inertia force to another force.

NumberExpressionForce ratioImportant in
ReynoldsRe=ρVLμRe = \dfrac{\rho V L}{\mu}Inertia / viscousPipe flow, boundary layer, flow around bodies
FroudeFr=VgLFr = \dfrac{V}{\sqrt{gL}}Inertia / gravityFree surface flow: spillways, ships, channels
EulerEu=ΔpρV2Eu = \dfrac{\Delta p}{\rho V^2}Pressure / inertiaCavitation, pressure-driven flow
WeberWe=ρV2LσWe = \dfrac{\rho V^2 L}{\sigma}Inertia / surface tensionDroplets, capillary waves, thin films
MachMa=VaMa = \dfrac{V}{a}Inertia / elastic (compressibility)High-speed gas flow

Types of similarity

  • Geometric similarity: the model and prototype have the same shape; all linear dimensions have the same scale ratio Lr=Lp/LmL_r = L_p/L_m. Angles are equal.
  • Kinematic similarity: velocities at corresponding points are in the same direction and have the same ratio, so streamline patterns are similar. This needs geometric similarity and a fixed time scale.
  • Dynamic similarity: forces at corresponding points have the same ratio (including direction). It requires the relevant dimensionless numbers of the model and prototype to be equal. Dynamic similarity implies kinematic and geometric similarity.

Incomplete similarity

In practice more than one force may matter, e.g. both gravity and viscosity for a ship. To keep both ReRe and FrFr equal, the model fluid would need an unrealistic viscosity: for Frm=FrpFr_m = Fr_p, Vr=LrV_r = \sqrt{L_r}, and for Rem=RepRe_m = Re_p with the same fluid, Vr=1/LrV_r = 1/L_r. Both cannot be satisfied with the same fluid, unless Lr=1L_r = 1.

Therefore only the dominant force is matched:

  • Gravity dominant (spillway, ship wave resistance, open channel): equate FrFr.
  • Viscosity dominant (pipe flow, submarine, aircraft at low speed): equate ReRe.

The other effects are estimated by correction factors or by running tests at several scales. A model is then said to have incomplete (partial) similarity.

  • Practice · 6 marks

A 1:25 scale model of a dam spillway is built and tested using water. The prototype discharge is 1200 m3^3/s. (a) Find the discharge in the model. (b) Find the velocity ratio and time ratio. (c) If the measured force on a model gate is 40 N, find the force on the prototype gate. (d) If a surge in the model takes 2 minutes to pass, find the time for the prototype. State the criterion of similarity used.

Answer

Criterion of similarity

Flow over a spillway is a free-surface flow dominated by gravity, so the Froude number is the same in the model and prototype. The scale ratio Lr=Lp/Lm=25L_r = L_p/L_m = 25. The same fluid (water) and the same gg are used.

Ratios from Froude law

Vr=Lr=25=5Tr=LrVr=Lr=5Qr=VrLr2=Lr5/2=252.5=3125Fr=ρpρmLr3=Lr3=15 625\begin{aligned} V_r &= \sqrt{L_r} = \sqrt{25} = 5 \\ T_r &= \frac{L_r}{V_r} = \sqrt{L_r} = 5 \\ Q_r &= V_r L_r^2 = L_r^{5/2} = 25^{2.5} = 3125 \\ F_r &= \frac{\rho_p}{\rho_m} L_r^3 = L_r^3 = 15\,625 \end{aligned}

(a) Model discharge

Qm=QpQr=12003125=0.384 m3/sQ_m = \frac{Q_p}{Q_r} = \frac{1200}{3125} = 0.384\ \text{m}^3/\text{s}

(b) Velocity and time ratios

Vp/Vm=5V_p/V_m = 5 and Tp/Tm=5T_p/T_m = 5.

(c) Force on prototype gate

Fp=40×15 625=625 000 N=625 kNF_p = 40 \times 15\,625 = 625\,000\ \text{N} = 625\ \text{kN}

(d) Prototype time

Tp=5×2=10 minutesT_p = 5 \times 2 = 10\ \text{minutes}

Comment

The Reynolds number is not matched in the model (Rer=VrLr=125Re_r = V_r L_r = 125), so viscous effects and surface tension are not scaled correctly. For a large model with a turbulent flow this error is small. This is incomplete similarity.

Answer: Qm=0.384 m3/sQ_m = 0.384\ \text{m}^3/\text{s}; Vr=Tr=5V_r = T_r = 5; Fp=625 kNF_p = 625\ \text{kN}; Tp=10 minT_p = 10\ \text{min} (Froude law)

Written from the official syllabus. Questions and answers are written for this site; check them against your class notes.

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