The Bernoulli Equation

Integrate Euler's momentum equation along a streamline, and a constant of the motion falls out.

The Energy Equation: Bernoulli & BeyondMechanical EngineeringFree preview
⏱️ About 20 min

Every plumber, pilot, and windsurfer relies on one equation: where a fluid speeds up, its pressure drops. The relation is so useful it has its own name — Bernoulli — and it is everywhere: atomizers, carburetors, roof lift in a storm, the curve of a baseball. The surprise is where it comes from. Not from energy bookkeeping, but from the same momentum balance you just wrote: Euler's equation, integrated along a streamline.

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The big idea: For a steady, incompressible, inviscid flow, integrating Euler's momentum equation along a streamline shows that the quantity p/ρ + V²/2 + gz stays constant. That is the Bernoulli equation. Its three terms are the pressure, kinetic, and elevation contributions per unit mass; divided by gravity they become 'heads' measured in metres, and their sum — the total head — is conserved along the streamline for an ideal fluid.
🎯 By the end, you'll be able to
  • Derive the Bernoulli equation by integrating Euler's momentum equation for a steady, incompressible, inviscid fluid
  • State the five assumptions Bernoulli requires and recognize when they break down
  • Express Bernoulli in the per-unit-mass form and in the 'head' form (pressure, velocity, elevation head)
  • Apply Bernoulli between two points on a streamline to solve for an unknown pressure or speed
📎 Helpful to know first

Integrating Euler's equation for an ideal fluid

Take the differential relation from Euler's equation — dp/ρ + V dV + g dz = 0 — and integrate it along a streamline between two points. Three restrictions make the integral easy and exact: the flow is steady (nothing changes with time), the fluid is incompressible (constant ρ, so 1/ρ comes outside the pressure integral), and the fluid is inviscid (Euler's equation applies in the first place). Under those three conditions the integration gives a single constant of the motion along the streamline.

The result, per unit mass, is the form most physics courses reach first. Engineers more often divide through by g, turning every term into a length in metres — a 'head'. Heads are wonderfully concrete: a velocity head of 0.5 m literally means the kinetic energy of the flow is equivalent to a 0.5 m column of the fluid, and you can read each term straight off a manometer. Both forms are the same equation; pick whichever your problem wants.

\[ \frac{p}{\rho} + \frac{V^{2}}{2} + gz = \text{constant} \]
Bernoulli's equation, per unit mass, along a streamline. Each term has units of J/kg. Derived by integrating Euler's momentum equation for steady, incompressible, inviscid flow.
\[ \frac{p}{\rho g} + \frac{V^{2}}{2g} + z = H \]
The 'head' form, in metres. The three terms are the pressure head p/ρg, the velocity head V²/2g, and the elevation head z. Their sum H is the total head — conserved along a streamline for an ideal (frictionless) fluid.
⚠️ Five things must be true for Bernoulli to apply

Bernoulli is powerful precisely because it is restrictive. Check all five before you use it:

  • Steady — the flow does not change with time at any point.
  • Incompressible — density is constant (an excellent approximation for liquids, and for gases below roughly Mach 0.3).
  • Inviscid (frictionless) — negligible viscous effects, so no energy is dissipated to internal energy. (This is the assumption real flows violate most often.)
  • Along a single streamline — and, for the constant to be the same everywhere, the flow must additionally be irrotational.
  • No shaft work and no heat transfer between the two points — no pump, turbine, or heater doing work on the fluid.

When friction or a pump is present, Bernoulli in this form is simply the wrong tool — and that is exactly what Lessons 4 and 5 are for.

🎮 Interactive: Bernoulli through a frictionless pipe LIVE
Predict first: Shrink the throat and the pressure head there drops — but what does the total head do? Predict before you drag.

An interactive horizontal variable-area pipe for strictly frictionless flow, showing pressure, velocity, and elevation head bars at the inlet, throat, and outlet, with a flat total-head line.

A strictly frictionless, horizontal, variable-area pipe. At the inlet, throat, and outlet the pressure head, velocity head, and (constant) elevation head are shown as separate bars. Notice the total head stays flat — no friction means nothing is lost. This sim deliberately includes no losses; those belong to Lesson 5.
✨ Two roads, one destination — but stay on the momentum road for now

Here is a subtlety worth pausing on. For an ideal fluid (inviscid, adiabatic, no shaft work), applying the First Law of Thermodynamics to a control volume happens to produce the same algebraic result as integrating Euler's momentum equation. That is reassuring — physics must be consistent — but it is a consistency check, not a derivation, and it holds only in the frictionless limit.

The moment you add friction, the two roads diverge. The momentum road (Euler → Bernoulli) cannot see dissipation at all; it simply stops being valid. The thermodynamic road keeps going, because the First Law explicitly tracks internal energy and heat — so friction shows up naturally as 'head loss.' That is why the general Energy Equation in Lesson 4 is a genuinely different and more powerful object, not merely 'Bernoulli with losses tacked on.' Keep the threads separate and the whole module will click.

📝 Worked example: Water (ρ = 1000 kg/m³) flows horizontally (z₁ = z₂) through a frictionless contraction. At the wide point 1, p₁ = 300 kPa and V₁ = 3 m/s. Continuity gives V₂ = 12 m/s at the narrow point 2. Find p₂.
  1. Apply Bernoulli between 1 and 2 along the streamline, with z₁ = z₂ (horizontal): p₁/ρ + V₁²/2 = p₂/ρ + V₂²/2.
  2. Solve for p₂: p₂ = p₁ + (ρ/2)(V₁² − V₂²).
  3. Substitute: p₂ = 300{,}000 + (1000/2)((3)² − (12)²) = 300{,}000 + 500(9 − 144).
  4. Compute: 500 × (−135) = −67{,}500, so p₂ = 300{,}000 − 67{,}500 = 232{,}500 Pa.
  5. Check the sign: speed rose from 3 to 12 m/s, so pressure must fall — and it does, by 67.5 kPa.
✓ p₂ ≈ 232.5 kPa — the speed-up at the narrow section has cost 67.5 kPa of pressure.
✏️ Practice: Water (ρ = 1000 kg/m³) flows horizontally through a frictionless contraction where p₁ = 250 kPa, V₁ = 4 m/s, and (from continuity) V₂ = 8 m/s. Find the downstream pressure p₂, in kPa.
kPa
Solution
  1. p₂ = p₁ + (ρ/2)(V₁² − V₂²) = 250{,}000 + 500(16 − 64) = 250{,}000 − 24{,}000 = 226{,}000 Pa.
  2. p₂ = 226 kPa.
✏️ Practice: At a point in a frictionless water flow (ρ = 1000 kg/m³, g = 9.81 m/s²), p = 200 kPa, V = 3 m/s, and z = 1 m. Find the total head H (in metres) — the sum of the pressure, velocity, and elevation heads.
m
Solution
  1. Pressure head: p/ρg = 200{,}000/(1000 × 9.81) = 20.39 m.
  2. Velocity head: V²/2g = (3)²/(2 × 9.81) = 9/19.62 = 0.46 m.
  3. Total head H = 20.39 + 0.46 + 1.0 = 21.85 m.

Check your understanding

1. The Bernoulli equation is obtained by:
Bernoulli is the integral of Euler's momentum equation for steady, incompressible, inviscid flow. The thermodynamic energy equation is a separate First-Law object; do not conflate the two.
2. In the head form of Bernoulli, the velocity head V²/2g represents:
Each 'head' is an energy contribution expressed in metres of fluid column. V²/2g is the kinetic contribution; p/ρg is the pressure contribution; z is elevation.
3. Which condition would make Bernoulli INVALID between two points?
Bernoulli assumes no shaft work and no heat transfer. A pump adds energy, so Bernoulli in this form cannot cross it — that situation needs the general energy equation.
✅ Key takeaways
  • Bernoulli's equation is Euler's momentum equation integrated along a streamline for steady, incompressible, inviscid flow.
  • In head form: p/ρg + V²/2g + z = H — pressure head + velocity head + elevation head = total head, conserved for an ideal fluid.
  • It requires steady flow, incompressibility, no viscosity, no shaft work, and no heat transfer — and applies along a streamline.
  • For an ideal fluid the thermodynamic First Law gives the same result, but only as a consistency check; the two derivations diverge once friction appears.
➡️ Bernoulli pairs with continuity to become an engineering instrument: give it a constriction and it measures flow rate (the venturi), give it a forward-facing tube and it measures speed (the Pitot tube). The next lesson builds both.
Want to test yourself on this? Try the Mechanical Aptitude test →
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