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Reynolds Number Calculator

Compute Re for a pipe or open-channel flow and read the regime: laminar, transitional, or turbulent.

ft/s
ft
ft²/s

Defaults are water at 60°F (ν = 1.08 × 10⁻⁵ ft²/s) in a 6-inch pipe at 5 ft/s.

$$ Re = \frac{V L}{\nu} $$
V mean velocity · L characteristic length (= pipe diameter D, or 4× hydraulic radius for open channel) · ν kinematic viscosity of fluid.

Regime thresholds — by geometry

Reynolds-number boundaries between flow regimes for common configurations
GeometryLaminarTransitionalTurbulent
Round pipe (internal flow)< 2,3002,300–4,000> 4,000
Non-circular duct (use Dh)< 2,3002,300–4,000> 4,000
Open channel (use 4Rh)< 500500–2,000> 2,000
Flat plate boundary layer< 5×10⁵5×10⁵> 5×10⁵
Sphere drag (transition to wake)< 11–10⁵> 10⁵
Cylinder cross-flow (vortex shed.)< 4040–10⁵> 3×10⁵

Open channels go turbulent at lower Re because the free surface adds instability. Engineering practice usually treats pipe flow above Re = 2,300 as effectively turbulent and uses rough-pipe friction formulas conservatively in the transitional band.

Kinematic viscosity ν of common fluids

Kinematic viscosity at typical engineering temperatures
Fluid / temperatureν (US ft²/s)ν (SI m²/s)
Water, 32°F (0°C)1.92×10⁻⁵1.79×10⁻⁶
Water, 40°F (4°C)1.66×10⁻⁵1.55×10⁻⁶
Water, 50°F (10°C)1.41×10⁻⁵1.31×10⁻⁶
Water, 60°F (16°C)1.21×10⁻⁵1.13×10⁻⁶
Water, 70°F (21°C)1.06×10⁻⁵9.84×10⁻⁷
Water, 80°F (27°C)9.30×10⁻⁶8.64×10⁻⁷
Water, 100°F (38°C)7.39×10⁻⁶6.87×10⁻⁷
Air, 60°F1.58×10⁻⁴1.47×10⁻⁵
SAE 10W oil, 60°F1.0×10⁻³9.3×10⁻⁵
SAE 30 oil, 60°F4.1×10⁻³3.8×10⁻⁴
Glycerin, 70°F6.5×10⁻³6.0×10⁻⁴
Mercury, 60°F1.21×10⁻⁶1.13×10⁻⁷

Worked examples

Example 1 — 6-inch water main at 5 ft/s

Given: 6-inch (D = 0.5 ft) pipe, V = 5 ft/s, water at 60°F (ν = 1.21×10⁻⁵ ft²/s).
Find: Reynolds number and regime.
Re = V·D/ν = 5·0.5/(1.21×10⁻⁵)
Re = 2.07×10⁵
Re ≈ 207,000 — fully turbulent. Use Swamee-Jain for friction factor.

Example 2 — Hydraulic-oil cooler line, small diameter

Given: ½-inch line, V = 2 ft/s, SAE 30 oil at 60°F (ν = 4.1×10⁻³ ft²/s).
Find: Re and regime.
D = 0.5/12 = 0.0417 ft
Re = 2·0.0417/(4.1×10⁻³) = 0.0833/0.0041 = 20.3
Re = 20 — strongly laminar. Use f = 64/Re = 3.15 in Darcy-Weisbach.

Reference: White, F.M. (2011). Fluid Mechanics (7th ed.). McGraw-Hill. Original concept: Reynolds, O. (1883). "An experimental investigation of the circumstances which determine whether the motion of water shall be direct or sinuous." Phil. Trans. Royal Soc. London, 174, 935–982.

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