Bernoulli's Equation for Two Points
When an incompressible fluid flows steadily along a streamline, the total energy per unit volume remains constant between any two locations. This relationship allows you to solve for unknown pressures, velocities, or elevations if you know enough other parameters.
p₁ + ½ρv₁² + ρgh₁ = p₂ + ½ρv₂² + ρgh₂
Δp = p₂ − p₁
Q = π(d/2)² × v
ṁ = Q × ρ
p₁, p₂— Static pressure at positions 1 and 2ρ— Fluid density (constant for incompressible flow)v₁, v₂— Fluid velocity at positions 1 and 2h₁, h₂— Elevation head at positions 1 and 2g— Gravitational acceleration (9.81 m/s²)Q— Volumetric flow rateṁ— Mass flow rated— Pipe diameter
Understanding the Three Energy Components
Bernoulli's principle states that three forms of pressure energy exist along a streamline:
- Static pressure (p): The ordinary pressure exerted by the fluid on pipe walls. At a faucet, you measure this with a gauge.
- Dynamic pressure (½ρv²): Energy from the fluid's motion. Faster-moving fluid has more dynamic pressure but lower static pressure.
- Hydrostatic pressure (ρgh): The weight of fluid above a point. Water at 10 m depth feels 98 kPa more pressure than at the surface.
These three sum to a constant along any streamline in steady, incompressible flow. If velocity increases through a narrower pipe section, pressure must drop to conserve energy—a principle that governs everything from carburetors to garden hose nozzles.
Flow Rate Calculations from Pipe Diameter
Once you know the fluid velocity and pipe diameter, calculating volumetric flow rate is straightforward. The cross-sectional area of the pipe is π(d/2)², so multiplying by velocity gives the volume passing through per unit time:
- Volumetric flow remains constant along the streamline in incompressible flow (continuity equation). If pipe diameter shrinks, velocity must increase proportionally.
- Mass flow is volumetric flow multiplied by fluid density. For water at ~1000 kg/m³, a 50 L/min flow equals about 0.83 kg/s.
- Practical example: A garden hose (19 mm diameter) carrying water at 2 m/s delivers roughly 570 L/hour; attach a 6 mm nozzle and velocity jumps to 20 m/s but flow volume stays constant.
When Bernoulli's Equation Applies
Bernoulli's equation is valid only under four strict conditions:
- Incompressible fluid: Density is constant. Water, oil, and other liquids qualify; gases at low speed (~0.3 Mach) also work, but not sonic flows.
- Inviscid (frictionless) flow: Ideal for short sections and rough estimates, but real pipes lose energy to friction. Use extended versions like the Darcy–Weisbach equation for long runs.
- Steady flow: Conditions at each point don't change with time. Pumps, open channels, and gravity-fed systems meet this; pulsing or surging flows do not.
- Along a streamline: You must compare two locations on the same flow path. Crossing between different streamlines invalidates the equation.
Violation of these assumptions—such as analyzing a compressible gas at high Mach number—requires modified forms and is beyond this basic tool's scope.
Common Pitfalls and Real-World Considerations
Misapplying Bernoulli's equation or ignoring friction losses are frequent sources of design errors.
- Neglecting Friction Losses — Bernoulli assumes a frictionless fluid, but real pipes, fittings, and valves dissipate energy. Over long distances (50+ meters) or high Reynolds numbers, friction drop can equal or exceed the Bernoulli prediction. Always apply a friction factor correction or empirical loss coefficients in engineering designs.
- Confusing Gauge and Absolute Pressure — Pressure gauges show gauge pressure (pressure above atmospheric). Bernoulli's equation requires absolute pressure. If a pump outlet reads 2 bar gauge and atmospheric is 1.01 bar, use 3.01 bar absolute in the equation, or your height and velocity predictions will be off by ~100 kPa.
- Assuming Constant Density for Gases — Air and other gases compress noticeably under pressure changes above ~0.3 Mach. If your gas flow involves pressure swings greater than 20–30% or speeds above 100 m/s, density will vary significantly and Bernoulli's incompressible form breaks down. Use compressible flow equations instead.
- Ignoring Elevation in Horizontal Pipes — In a long horizontal pipe, elevation terms (ρgh) are identical at both points, so they cancel. However, in vertical risers, a 10 m height difference adds ~100 kPa of pressure drop (for water). Overlooking this is a leading cause of pump-sizing errors in multi-story buildings.