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Reynolds Number Calculator

Enter fluid density ρ, velocity v, characteristic length L and dynamic viscosity μ to compute Re=ρvL/μ and judge laminar vs turbulent flow. Water 1000, 1 m/s, 0.1 m, 0.001 → Re=100,000 (turbulent).

Input Data

Fluid density (kg/m³); water ~1000, air ~1.225.
kg/m³
Mean flow velocity (m/s).
m/s
Characteristic length (m); pipe diameter D, or object length in external flow.
m
Dynamic viscosity (Pa·s); water 20°C ~0.001, air ~1.8e-5.
Pa·s

Results

Reynolds number (dimensionless).
100,000

At a glance:The Reynolds number (symbol Re) is the most important dimensionless number in fluid mechanics, used to judge whether a flow is laminar (smooth, layered) or turbulent (chaotic, with eddies). It is the ratio of inertial to viscous forces: Re=ρ·v·L/μ, where Re is dimensionless, ρ is density (kg/m³), v is a characteristic velocity (m/s), L is a characteristic length (m; pipe diameter for internal flow, object size for external flow) and μ is dynamic viscosity (Pa·s). It can also be written Re=v·L/ν with kinematic viscosity ν=μ/ρ (m²/s). The numerator ρvL reflects inertial force — larger density, speed or scale make the fluid tend to keep moving and form disturbances; the denominator μ reflects viscous force — larger viscosity damps disturbances and keeps order. If Re is small, viscosity dominates and the flow is smooth (laminar); if Re is large, inertia dominates and the flow becomes turbulent. For circular pipe flow the empirical criteria are: Re<2300 laminar, 2300<Re<4000 transitional, Re>4000 turbulent. Example: water ρ=1000, v=1 m/s, diameter L=0.1 m, μ=0.001 → Re=1000×1×0.1/0.001=100,000, far above 4000, turbulent. At v=0.02 m/s, Re=2000<2300, laminar. Uses: (1) classify laminar/turbulent in pipes, open channels and external flow (which drag formula to use); (2) similarity criterion — model and prototype have the same Re, so the flow is similar (basis of wind-tunnel and hydraulic-model tests); (3) compute friction factor (laminar f=64/Re; turbulent via Colebrook or Swamee–Jain, both contain Re); (4) heat/mass-transfer correlations (Nu, Sh use Re). Notes: (1) the choice of L depends on the problem — pipe uses diameter (or hydraulic diameter), external flow uses the body's frontal size; (2) keep SI units; (3) the 2300/4000 thresholds are empirical for circular pipes, other geometries differ; (4) turbulence also depends on inlet disturbance and roughness.

Formula

Reynolds number: Re = ρ·v·L/μ = v·L/ν (ν=μ/ρ)

ρ density, v velocity, L length, μ dynamic viscosity; Re dimensionless

Pipe: Re<2300 laminar, >4000 turbulent, between transitional

$$\mathrm{Re} = \frac{\rho\,v\,L}{\mu}$$

How to Use

  1. Enter fluid density ρ (water 1000) and velocity v.
  2. Enter characteristic length L (pipe diameter D) and dynamic viscosity μ (water ~0.001).
  3. The tool computes Re=ρvL/μ and classifies laminar/turbulent.

Case Studies

Irrigation pipe flow regime

Main pipe inner diameter L=0.1 m, water (ρ=1000, μ=0.001) at v=1 m/s.

Re=1000×1×0.1/0.001=100,000, far above 4000 → turbulent.

Turbulent friction loss needs Colebrook or Swamee-Jain, not laminar f=64/Re.

Laminar flow in a microchannel

Microfluidic channel L=0.0005 m, water at v=0.01 m/s.

Re=1000×0.01×0.0005/0.001=5, far below 2300 → laminar.

At microscale viscosity dominates; smooth, unmixed flow — the basis of 'laminar co-flow' microfluidics.

Content review: Calculatorism Science Team. Results are for reference only; please refer to the relevant authorities for the official figures.

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