Lesson
The theory β Reynolds Number & Flow Regime
The Reynolds number compares the two things that can happen to a moving fluid: inertia carrying it on, and viscosity smearing it out. Re = ΟvD/Ξ·, and the units cancel β it is a pure number, which is the point. Two flows with the same Reynolds number behave the same way whatever their size, speed or fluid, which is why a model in a water tank can stand in for an aircraft.
What each symbol means
Re- the ratio itself, with no units at all
Ξ½- kinematic viscosity, Ξ·/Ο, the only combination that matters here
- Assumes
- A smooth, straight, circular pipe with fully developed flow. Roughness, bends and the entrance length all move the transition, which is the honest reason the thresholds on this page are conventions rather than constants.
Problem solved in full
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A duct in a water tunnel 7 steps
A round ventilation duct 0.40 m across carries air at 3.0 m/s. You want to see what the flow inside it is doing, so you plan to run a 1:10 model in a water tunnel. How fast must the water go for the model's flow to be the same flow as the duct's?
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Air's density and its viscosity never appear separately in the answer. Divide the second by the first and you have the kinematic viscosity, 1.813 Γ 10β»β΅ over 1.204, which is 1.5058 Γ 10β»β΅ mΒ²/s. The Kinematic viscosity row rounds it to 1.51 Γ 10β»β΅. That one number is everything the Reynolds number wants to know about the fluid.
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Re = vD/Ξ½ for the duct: 3.0 Γ 0.40 over 1.5058 Γ 10β»β΅ is 79,691. The Regime row reads Turbulent, which it would for anything past 4000, and this is twenty times past it.
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Two flows are the same flow when the geometry is similar and the Reynolds numbers match. Re is the only dimensionless group in the problem, so matching it is the whole condition. Nothing in that condition says the model has to use the same fluid, and the fluid is the freedom worth spending.
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Water at 20 Β°C: 1.0016 Γ 10β»Β³ PaΒ·s over 998.2 kg/mΒ³ gives 1.0034 Γ 10β»βΆ mΒ²/s. Water is roughly eight hundred times denser than air and about fifty-five times more viscous, and the two nearly cancel. What is left is a factor of 15.007, and it runs the way beginners do not expect: per unit of inertia, air is the runnier of the two.
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Set the two Reynolds numbers equal and solve for the speed the tunnel needs. Shrinking the pipe by ten multiplies the required speed by ten; swapping air for water divides it by 15.007. The fluid wins, and the answer lands at 1.999 m/s. A model a tenth the size, and the water in it runs slower than the air it stands for.
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Set the tool to water, 1.999 m/s, 0.040 m. The Reynolds number row reads 79,689 against the duct's 79,691, the two counts being the fourth digit of a speed quoted to four. The Laminar below row is a second way to see the match: the duct's air would have to drop under 0.0866 m/s to go laminar and the model's water under 0.0577 m/s, and each flow is running at 34.6 times its own limit.
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Nobody sets a tunnel to 1.999. Round the dial to 2.0 m/s and the row reads 79,728, which is 0.05% high, and 0.05% of a Reynolds number is below anything the instruments in the tunnel will resolve.
Answer
About 2.0 m/s, through a 40 mm model: the exact requirement is 1.999 m/s. The page prints one Reynolds number for one setting, and the use of the number is comparing two, which is why 79,689 beside 79,691 is the answer rather than an accident. What crosses back from the model to the duct is dimensionless. The friction factor and the pressure coefficient transfer; pascals and newtons do not. A pressure difference measured in the water converts by the ratio of ΟvΒ², 998.2 Γ 2.0Β² against 1.204 Γ 3.0Β², so the tunnel reads 368 times the pressure the duct will.
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References (2)
- Where the number and the threshold come from: O. Reynolds, "An Experimental Investigation of the Circumstances Which Determine Whether the Motion of Water Shall Be Direct or Sinuous, and of the Law of Resistance in Parallel Channels." Philosophical Transactions of the Royal Society of London 174, 1883, pp. 935β982.
- What the lower threshold actually marks, measured by timing whether turbulence survives: K. Avila, D. Moxey, A. de Lozar, M. Avila, D. Barkley & B. Hof, "The Onset of Turbulence in Pipe Flow." Science 333(6039), 2011, pp. 192β196.