Orifice Flow Calculator

Calculate flow rate through orifices using Torricelli's law and discharge coefficients

Calculate Orifice Flow

Diameter of the circular orifice opening

0.00 mm²

Area = π × (d/2)²

Typical values: 0.6-0.8 (Auto estimates based on Reynolds number)

Distance from water level to center of orifice

m/s²

Standard Earth gravity: 9.81 m/s²

Flow Calculation Results

Flow Properties

0.000000
Discharge Rate (Q)
m3/s
0.000
Orifice Velocity (V)
mm/s

Orifice Flow Equation: Q = Cd × A × √(2gH)

Theoretical Flow: 0.000000 m3/s

Based on: Torricelli's law and discharge coefficient correction

Flow Analysis

Example Calculation

Water Tank Orifice

Given:

• Orifice diameter: 50 mm

• Centerline head: 200 mm

• Discharge coefficient: 0.8

• Gravity: 9.81 m/s²

Calculation

• Area: A = π × (0.05/2)² = 0.001963 m²

• Q = 0.8 × 0.001963 × √(2×9.81×0.2)

• Q = 0.8 × 0.001963 × 1.98

• Q = 0.0031 m³/s = 3.1 L/s

Typical Discharge Coefficients

Sharp-edged orifice0.60-0.62
Well-rounded entrance0.95-0.98
Short tube (L/d = 0.5)0.80-0.85
Borda mouthpiece0.51
Venturi nozzle0.98
Square-edged orifice0.64

Applications

🏭

Flow Measurement

Orifice meters in pipelines

💧

Tank Drainage

Water tank outlet design

⚙️

Hydraulic Systems

Pressure control valves

🚿

Spray Nozzles

Irrigation and sprinkler systems

🏊

Pool Systems

Drain and overflow design

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Process Control

Chemical and pharmaceutical industries

Understanding Orifice Flow

What is an Orifice?

An orifice is a circular opening (hole) in a plate or wall that allows fluid to flow through. It's commonly used to control flow rate, measure flow, or create pressure drops in fluid systems. The orifice creates a restriction that accelerates the fluid and causes a pressure drop.

Key Principles

  • Based on Torricelli's law (application of Bernoulli's principle)
  • Flow velocity depends on head (height difference)
  • Discharge coefficient accounts for real-world losses
  • Vena contracta effect reduces effective flow area

Key Equations

Orifice Flow Equation:

Q = Cd × A × √(2gH)

Orifice Area:

A = π × (d/2)²

Velocity:

V = Q / A

Reynolds Number:

Re = V × d / ν

Q: Flow rate (m³/s)

Cd: Discharge coefficient (0.6-0.98)

A: Orifice area (m²)

g: Gravitational acceleration (9.81 m/s²)

H: Head (pressure difference, m)

d: Orifice diameter (m)

ν: Kinematic viscosity (m²/s)

Factors Affecting Flow

Orifice Geometry

Diameter, edge condition (sharp vs. rounded), thickness

Head Pressure

Height difference or pressure differential across orifice

Fluid Properties

Density, viscosity, temperature affects discharge coefficient

Vena Contracta

Jet contraction downstream of orifice reduces effective area

Design Considerations

⚠️

Cavitation

High velocities can cause vapor bubbles

📏

Reynolds Number

Affects discharge coefficient selection

Accuracy

±2-5% with proper coefficient selection

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Installation

Upstream/downstream pipe length requirements