Reynolds Number Explained: Laminar vs Turbulent Flow
Reynolds number tells you one critical thing before you do any pipe flow calculation: is the flow smooth and orderly, or chaotic and mixing? Get this wrong and every downstream calculation, friction factor, pressure drop, pump sizing, is built on a false assumption. This guide explains what Reynolds number is, how to calculate it, and what it means for your design.
What Is Reynolds Number?
Reynolds number (Re) is a dimensionless ratio that compares inertial forces to viscous forces in a flowing fluid. Inertial forces drive the fluid forward and tend to create turbulence. Viscous forces resist relative motion between fluid layers and tend to keep flow smooth.
When viscous forces dominate (low Re), the fluid moves in neat parallel layers. This is laminar flow. When inertial forces dominate (high Re), those layers break down into eddies and chaotic mixing. This is turbulent flow.
Osborne Reynolds first described this in 1883 through a series of dye-injection experiments in glass tubes. He found that a single dimensionless parameter predicted the transition between flow regimes regardless of fluid type, pipe size, or flow velocity. You can read the historical background in the original Reynolds 1883 paper published by the Royal Society.
In pipe flow, Reynolds number determines which section of the Moody Chart applies to your problem and which equation the friction factor calculator uses to find f.
The Formula
The Reynolds number formula for pipe flow is:
Where each variable is:
You can also write it using kinematic viscosity (ν = μ/ρ):
Kinematic viscosity combines density and dynamic viscosity into a single property. It is often more convenient because fluid data tables list it directly. The units are m²/s.
Why It Is Dimensionless
Check the units: [kg/m³ × m/s × m] / [kg/m·s] = [kg/m·s] / [kg/m·s] = 1. The units cancel completely. That is why Reynolds number works universally across different fluids and pipe sizes. A Re of 50,000 in a water pipe and a Re of 50,000 in an oil pipeline describe the same flow regime, even though the fluids and geometries are completely different.
How to Calculate Reynolds Number
Follow these steps. Unit consistency is the most common source of errors, so pay attention to step two.
Find your fluid properties
You need density (ρ) and dynamic viscosity (μ), both at the operating temperature. Both properties change with temperature. Water at 60°C is significantly less viscous than water at 20°C. Use the reference table below or look up values in engineering fluid property databases like the NIST WebBook.
Use consistent units
Everything must be in SI or everything in Imperial. Do not mix. If your pipe diameter is in millimeters, convert it to meters before using it in the formula. A pipe listed as 150 mm nominal diameter has an inner diameter that depends on wall thickness — use the actual inner diameter, not the nominal size.
Find mean flow velocity
If you know volumetric flow rate (Q in m³/s), calculate velocity from V = Q / A, where A = π D² / 4 is the pipe cross-sectional area. This gives you the mean velocity across the pipe cross-section, which is what the Reynolds number formula requires.
Apply the formula
Re = ρVD / μ. The result is a dimensionless number. Then check which flow regime you are in: below 2,300 is laminar, 2,300 to 4,000 is transition, above 4,000 is turbulent.
Fluid Properties Reference Table
These values are at standard atmospheric pressure. Viscosity is strongly temperature-dependent — always use values at your actual operating temperature.
| Fluid | Temp (°C) | Density ρ (kg/m³) | Dynamic Viscosity μ (Pa·s) | Kinematic Viscosity ν (m²/s) |
|---|---|---|---|---|
| Water | 10 | 999.7 | 0.001307 | 1.307 × 10⁻⁶ |
| Water | 20 | 998.2 | 0.001002 | 1.004 × 10⁻⁶ |
| Water | 40 | 992.2 | 0.000653 | 0.658 × 10⁻⁶ |
| Water | 60 | 983.2 | 0.000467 | 0.475 × 10⁻⁶ |
| Water | 80 | 971.8 | 0.000355 | 0.365 × 10⁻⁶ |
| Air | 20 | 1.204 | 0.0000181 | 15.1 × 10⁻⁶ |
| Air | 60 | 1.060 | 0.0000197 | 18.6 × 10⁻⁶ |
| Light oil | 20 | 870 | 0.030 | 34.5 × 10⁻⁶ |
| Glycerin | 20 | 1260 | 1.49 | 1183 × 10⁻⁶ |
| Seawater | 20 | 1025 | 0.00108 | 1.05 × 10⁻⁶ |
Source: Engineering ToolBox fluid properties. For precise work, use NIST data at your exact temperature and pressure.
Notice that water at 80°C has less than a third of the viscosity of water at 10°C. That means the same pipe running at the same flow rate produces a Reynolds number three times higher at 80°C than at 10°C. Hot water systems reach turbulent conditions much more easily than cold water systems.
Laminar Flow (Re below 2,300)
In laminar flow, fluid moves in concentric cylindrical layers that slide past each other without mixing. Picture a slow-moving river where you can see distinct streamlines. The velocity profile across the pipe is parabolic: fastest at the center, zero at the pipe wall.
Friction factor in laminar flow follows a simple, exact relationship:
This is the straight diagonal line on the left side of the Moody Chart. No roughness term appears because the viscous sublayer completely blankets the pipe wall, no matter how rough the surface is. A brand new smooth pipe and a heavily corroded pipe have identical friction factors in laminar flow.
When You See Laminar Flow in Practice
Laminar flow is rare in most industrial piping. It typically occurs in very viscous fluids like heavy fuel oil or polymer melts, in very small-diameter pipes or microfluidic channels, or in very slow flows. Most water and air systems in buildings, HVAC, and industrial processes operate in turbulent flow.
One important exception: the viscous sublayer that exists at the pipe wall even in turbulent flow is itself laminar. This thin layer insulates the wall from the chaotic bulk flow. Whether the roughness elements on the pipe surface protrude through this sublayer determines whether roughness affects friction factor. At high enough Reynolds numbers in rough pipes, the sublayer gets thin enough that the roughness pokes through, driving friction factor into the fully rough turbulent zone of the Moody Chart.
Turbulent Flow (Re above 4,000)
In turbulent flow, fluid motion becomes three-dimensional and chaotic. Eddies form, fluid parcels cross the flow direction, and momentum transfers laterally across the pipe. The velocity profile is much flatter than laminar — velocities near the wall are higher relative to the centerline, because turbulent mixing redistributes momentum.
This has two practical consequences. First, pressure drop is significantly higher than in laminar flow for the same mean velocity. Second, heat transfer and mixing are much more effective, which is why most heat exchangers and chemical reactors deliberately operate in turbulent flow.
In turbulent flow, friction factor depends on both Reynolds number and pipe roughness. There is no single equation. The Colebrook-White equation handles the full turbulent range:
This is what the Moody Chart Calculator solves using Newton-Raphson iteration. The interactive Moody diagram plots your exact operating point on the chart so you can see where it sits relative to the smooth and fully rough limits.
Smooth Turbulent vs Fully Rough Turbulent
Within turbulent flow, behavior splits into two zones depending on how thick the viscous sublayer is relative to the surface roughness.
In smooth turbulent flow (lower Re, or very smooth pipes), the viscous sublayer is thick enough to cover the roughness elements. Friction factor still depends primarily on Reynolds number. You see this in the left portion of the turbulent region on the Moody Chart, where curves for different roughness values are close together.
In fully rough turbulent flow (high Re, or rough pipes), the sublayer gets thin enough that roughness elements protrude fully into the flow. Inertia dominates and friction factor becomes independent of Reynolds number — the curves on the Moody Chart run horizontally. At this point, only relative roughness matters. You can calculate friction factor directly from the simplified formula:
The Transition Zone (Re 2,300 to 4,000)
This is the most problematic region in pipe flow design. Flow in the transition zone alternates unpredictably between laminar and turbulent. Small disturbances, a vibration, a slight bend, a change in flow rate, can trigger a sudden jump between regimes. Friction factor can vary widely and you cannot reliably predict it.
The Moody Chart deliberately leaves this zone blank. There is no valid curve to read, because there is no stable, predictable behavior to represent.
The practical answer is to design your system to stay out of this zone. If your calculated Re falls between 2,300 and 4,000, increase flow velocity or reduce pipe diameter to push Re above 4,000 and into stable turbulent flow, or reduce it below 2,300 to stay in stable laminar flow. The second option is rarely practical in engineering systems, so the usual goal is to ensure Re stays comfortably above 4,000 under all operating conditions.
How Reynolds Number Affects Friction Factor
Understanding the relationship between Re and friction factor helps you predict how your system responds to changes in flow rate, temperature, or fluid type.
In Laminar Flow
Friction factor and Reynolds number are inversely proportional: f = 64/Re. Double the flow velocity, you double Re, and friction factor drops by half. But pressure drop (which depends on f × V²) still increases because velocity squared dominates. Specifically, in laminar flow, pressure drop scales linearly with velocity.
In Turbulent Flow
The relationship is less direct. As Re increases in the turbulent zone, friction factor decreases slowly. In the smooth turbulent zone, friction factor roughly follows f ∝ Re⁻⁰·²⁵ (the Blasius approximation for smooth pipes). Pressure drop scales with velocity to the power of approximately 1.75, rather than the square you might expect from Darcy-Weisbach alone.
Once you hit fully rough turbulent flow, friction factor stops changing with Re entirely. Increasing flow velocity no longer changes your friction factor — only changing the pipe diameter or material can reduce it further.
Effect of Temperature
Rising temperature lowers viscosity in liquids, which raises Re for the same flow rate. For a hot water heating system, the same pump and pipe combination produces a higher Re in summer when water returns hotter. In gases, temperature raises both viscosity and reduces density, so the net effect on Re depends on the specific gas and temperature range.
Effect of Pipe Diameter
For a fixed flow rate, Re changes with diameter in a non-obvious way. A larger diameter lowers velocity (V = Q/A ∝ 1/D²) but also directly increases Re through the D term. The net result is that Re ∝ 1/D for constant volumetric flow rate. Larger pipes produce lower Reynolds numbers, which is why large diameter pipes more often stay in the smooth turbulent zone.
Worked Examples
Example 1: Water in a Building Pipe
Cold water at 10°C flows through a 25 mm diameter copper pipe at 1.5 m/s.
From the table: ρ = 999.7 kg/m³, μ = 0.001307 Pa·s.
Re = ρVD / μ = 999.7 × 1.5 × 0.025 / 0.001307 = 28,680
Flow regime: turbulent (Re well above 4,000). Use the Colebrook-White equation or the Moody Chart Calculator to find friction factor.
Example 2: Heavy Oil in an Industrial Line
Light oil at 20°C flows through a 50 mm pipe at 0.3 m/s.
From the table: ρ = 870 kg/m³, μ = 0.030 Pa·s.
Re = 870 × 0.3 × 0.05 / 0.030 = 435
Flow regime: laminar (Re well below 2,300). Use f = 64/Re = 64/435 = 0.147. Note this is a much higher friction factor than typical turbulent flow values, which is why viscous fluid systems need careful pump sizing.
Example 3: Air in a Duct
Air at 20°C flows through a 300 mm round duct at 4 m/s.
From the table: ρ = 1.204 kg/m³, ν = 15.1 × 10⁻⁶ m²/s.
Using the kinematic viscosity form: Re = VD / ν = 4 × 0.3 / (15.1 × 10⁻⁶) = 79,470
Flow regime: fully turbulent. For a galvanized steel duct with ε = 0.15 mm, ε/D = 0.15/300 = 0.0005. Enter these values in the calculator to get the exact friction factor.
Example 4: Checking the Transition Zone
Water at 20°C flows through a 100 mm pipe. You want to check if the flow rate of 2.5 L/s produces stable turbulent flow.
Pipe area: A = π × 0.1² / 4 = 0.00785 m²
Velocity: V = Q / A = 0.0025 / 0.00785 = 0.318 m/s
Re = 998.2 × 0.318 × 0.1 / 0.001002 = 31,700
Flow regime: well into turbulent flow. No transition zone concerns at this operating point.
Design Implications
Pipe Sizing
Most engineering guidelines recommend keeping pipe velocities between 1 and 3 m/s for water systems. This typically produces Reynolds numbers in the tens of thousands, well into stable turbulent flow, while keeping velocities low enough to avoid erosion and noise. For the pipe roughness values that correspond to these conditions, see the pipe roughness guide.
Pump Selection
Your system curve depends directly on friction factor, which depends on Re. If you are selecting a pump for a variable-flow system, check friction factor at minimum and maximum flow rates. At minimum flow, Re may be significantly lower, potentially shifting your operating point toward the transition zone or even laminar flow. A pump sized only for full-flow conditions may underperform at part load if the friction factor changes substantially. Use the Darcy-Weisbach equation to calculate head loss at both extremes before finalizing pump selection.
Temperature Effects in Hot Water Systems
In HVAC hot water systems, return water is typically 10 to 20°C cooler than supply water. The return side has higher viscosity, lower Re, and slightly higher friction factor. For most systems the difference is small, but in large district heating networks with very long pipe runs, the effect on pressure drop can be significant enough to factor into pump sizing.
Avoiding the Transition Zone
If your system ever runs at reduced capacity, check whether the reduced flow rate brings Re below 4,000. A system designed for Re = 10,000 at full load operates at Re = 2,500 at 25% load, which puts it squarely in the transition zone. Add minimum flow controls or recirculation lines to maintain Re above 4,000 at all times.
Frequently Asked Questions
What is Reynolds number?
Reynolds number (Re) is a dimensionless ratio that compares inertial forces to viscous forces in a flowing fluid. It predicts whether flow is laminar (smooth and ordered) or turbulent (chaotic with mixing). Calculate it with Re = ρVD/μ.
What Reynolds number separates laminar from turbulent flow?
Flow is laminar below Re = 2,300 and turbulent above Re = 4,000. The range between 2,300 and 4,000 is the transition zone, where flow is unstable and friction factor is unpredictable. Design your system to stay outside this range.
What is the difference between laminar and turbulent flow?
In laminar flow, fluid moves in parallel layers that do not mix. Friction factor follows f = 64/Re. In turbulent flow, fluid moves chaotically with eddies and cross-stream mixing. Friction factor depends on both Re and pipe roughness and is typically much lower in value, but pressure drop is higher because velocity squared drives it.
How does Reynolds number affect friction factor?
In laminar flow, friction factor equals 64/Re and falls as Re rises. In turbulent flow, friction factor decreases slowly with increasing Re until the fully rough zone, where it becomes constant regardless of Re. Enter your Re and roughness values in the Moody Chart Calculator to see exactly where your operating point sits.
What are the units of Reynolds number?
Reynolds number is dimensionless. The units in the formula (kg/m³ × m/s × m / Pa·s) cancel completely, leaving a pure number with no units.
Can I use Reynolds number for non-circular pipes?
Yes, using the hydraulic diameter: D_h = 4A/P, where A is cross-sectional area and P is wetted perimeter. For a rectangular duct with width w and height h, D_h = 2wh/(w+h). The result is an approximation that works well for shapes close to circular and less accurately for highly elongated cross-sections.
Calculate Your Reynolds Number
Enter your Reynolds number and relative roughness in the free Moody Chart Calculator to get an exact Darcy friction factor in seconds.
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