Continuity Equation Calculator
Find v₂ from A₁v₁ = A₂v₂ for incompressible flow
Parameters
Controls
Calculated Values
Examples
Pipe reduction
D₁=0.1 m v₁=2 m/s, D₂=0.05 m.
Known Q
A=0.01 m², v=3 m/s.
Visualization
Continuity Equation — Conservation of Mass in Flow
The continuity equation expresses conservation of mass for fluid flow. For steady flow through a pipe or streamtube with no internal sources or sinks, the mass flow rate ṁ = ρAv must be constant. For incompressible liquids (water, oil at moderate pressure changes), density ρ is constant and the volumetric flow rate Q = Av is constant: A₁v₁ = A₂v₂.
Physically: fluid cannot accumulate or disappear inside a sealed pipe — what enters one cross-section per second must leave another. When the pipe narrows (smaller A), the fluid must speed up (larger v) to pass the same volume per second. This is why covering a hose outlet with your thumb produces a fast, narrow jet.
For circular pipes, A = πD²/4. Halving the diameter D reduces area by factor 4 (since A ∝ D²), so velocity increases by factor 4 for the same Q. Example: Q = 0.01 m³/s in D = 0.1 m pipe gives v ≈ 1.27 m/s; reducing to D = 0.05 m gives v ≈ 5.1 m/s.
The average velocity v = Q/A is used in engineering calculations. In laminar pipe flow, the velocity profile is parabolic with v_max = 2v_avg at the center. In turbulent flow, the profile is flatter but continuity still holds for the average.
For compressible gases (air ducts, nozzles), use ṁ = ρ₁A₁v₁ = ρ₂A₂v₂ — density changes with pressure and temperature. At low Mach numbers (ΔP small compared to pressure), air is often treated as incompressible in building HVAC.
Continuity is one of three pillars of pipe flow analysis, together with Bernoulli (energy) and momentum. It explains the Venturi effect when combined with Bernoulli: constriction → higher v → lower P.
Key Concepts
- Q = Av = constant (incompressible)
- A₁v₁ = A₂v₂; ṁ = ρAv (compressible)
- Narrow section → higher average velocity
- A = πD²/4; halving D → 4× velocity
- v_avg = Q/A (not always centerline speed)
- Steady flow: ∂/∂t terms zero at fixed point
Real-World Applications
- Garden hose and fire hose nozzle jets
- Blood flow in arteries (with Bernoulli for pressure)
- Venturi, orifice, and rotameter flow meters
- Water supply and sewage pipe network sizing
- Class 11–12 continuity and equation of continuity
- River choke points and channel constriction
Explore Further
- All Fluid Mechanics Calculators
Browse every fluid mechanics solver in this category.
- Fluid Mechanics Formula Sheet
Bernoulli, continuity, buoyancy, and viscosity formulas.
- Fluid Dynamics
Pressure, flow, and Bernoulli ideas for pipe and open-channel problems.
- Physics Constants Reference
SI values for c, G, k_B, ε₀, and more used across solvers.
More fluid mechanics tools
- Bernoulli's Principle
Calculate fluid velocities, pressures, and flow rates using Bernoulli's equation.
- Reynolds Number
Determine flow regime (laminar/turbulent) using Reynolds number.
- Poiseuille's Law
Calculate volumetric flow rate in laminar pipe flow.
- Archimedes' Principle
Calculate buoyant force and floating conditions for submerged objects.
- Viscosity Calculator
Calculate dynamic and kinematic viscosity of fluids.
- Drag Force Calculator
Calculate drag force on objects in fluid flow.
Physics Equations
Step-by-Step Solution
See how the main results are calculated.
Step 1: Continuity (Incompressible)
Equation:
Explanation:
Mass conservation: volume flow rate Q constant.
Step 2: Areas
Calculation:
Explanation:
A = πD²/4 for circular pipes.
Step 3: Solve v₂
Calculation:
Result:
Step 4: Volume Flow Rate
Calculation:
Result:
Step 5: Trend
Smaller area → higher speed.
Explanation:
A₂ < A₁ ⇒ v₂ > v₁.
Step 6: Assumptions
Steady, incompressible, no leaks.
Explanation:
Compressible flow needs different relation.
Frequently Asked Questions (FAQ)
Average vs centerline velocity?
Use average v = Q/A; parabolic profile has v_max = 2v_avg (laminar pipe).
Multiple inlets?
Σ Q_in = Σ Q_out for control volume.
Air in ducts?
Often treat as incompressible if ΔP small; else use ρAv.
Link to Bernoulli?
Continuity + energy → Bernoulli equation.
Turbulent flow?
Continuity still holds; velocity profile affects average v.
Practice MCQs
- Pipe narrows to half diameter, area becomes:
- If A₂ = A₁/4, then v₂ is:
- Continuity expresses conservation of:
- Units of Q = Av:
- Steady flow means:
- Water is approximately:
Related Calculators
These tools connect to the same physics concepts used in this calculator.