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Fluid Continuity & Torricelli Efflux Calculator

Calculate conservation of mass (A1v1 = A2v2) and Torricelli orifice discharge velocity

Continuity & Orifice Flow

Fluid Continuity & Bernoulli

Conservation of mass (A1 · v1 = A2 · v2) through nozzle contractions and Torricelli tank drain velocity (v = √(2gh)).

Throat Velocity (v2)
6 m/s
4.0x speedup
Total Discharge Rate
706.9 L/min
42.41 m³/h
Torricelli Jet Efflux
9.9 m/s
v = √(2gh)

About Fluid Continuity & Torricelli Efflux Calculator

Calculate fluid velocity changes through pipe contractions, venturi nozzles, and expansions using the continuity equation (A1 · v1 = A2 · v2). Also calculates gravity-driven tank discharge efflux velocity using Torricelli's law (v = √(2gh)).

Key Capabilities & Features

  • Calculates velocity acceleration across pipe contractions and nozzle throats (A1v1 = A2v2)
  • Computes total volumetric discharge in Liters per minute and cubic meters per second
  • Torricelli's law calculation for free-discharge orifice jet velocity: v = √(2gh)
  • Displays velocity multiplication factor through convergent nozzles
  • Interactive inputs for diameters, inlet velocities, and static liquid head height

How to Use Fluid Continuity & Torricelli Efflux Calculator

1

Set Section Diameters

Enter inlet diameter D1 (mm) and contracted throat diameter D2 (mm).

2

Set Inlet Velocity

Specify approach velocity v1 in meters per second.

3

Review Discharge Velocity

Inspect throat velocity v2, total L/min flow rate, and Torricelli tank efflux speed.

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100% private fluid continuity calculation.

Frequently Asked Questions

What is the continuity equation in fluid mechanics?

For an incompressible fluid, mass conservation requires that volumetric flow rate remains constant throughout a closed conduit: Q = A1 · v1 = A2 · v2. Halving the pipe diameter quadruples the fluid velocity.

What is Torricelli's law?

Torricelli's law states that fluid efflux velocity through an orifice under a static liquid column of height h is identical to free-fall velocity: v = √(2 · g · h), assuming an open unpressurized tank.