How It Works

Sharp-Edge Orifice Flow Equation

A sharp-edge orifice is a thin plate with a precisely drilled hole that restricts fluid flow, creating a pressure drop. The fundamental orifice flow equation relates flow rate to the orifice geometry and pressure differential:

Q = Cd x A x sqrt(2 x dP / rho)

  • Q: Volumetric flow rate
  • Cd: Discharge coefficient (typically 0.6 - 0.65 for sharp-edge)
  • A: Orifice area = pi x d^2 / 4
  • dP: Pressure drop across the orifice
  • rho: Fluid density

Discharge Coefficient (Cd)

The discharge coefficient accounts for the fact that actual flow is less than theoretical due to the formation of the vena contracta - the point where the jet contracts to its minimum diameter after passing through the orifice.

For sharp-edge orifices, typical Cd values are:

  • 0.60: Conservative value, thin sharp edge
  • 0.62: Typical for well-made sharp-edge orifice
  • 0.65: Slightly rounded edge or thick plate

Cd depends on Reynolds number, edge sharpness, orifice thickness, and upstream flow conditions.

Vena Contracta

When fluid passes through a sharp-edge orifice, it cannot make an instantaneous 90-degree turn at the orifice edge. Instead, the streamlines continue to converge downstream, reaching a minimum cross-sectional area called the vena contracta.

For a sharp-edge orifice, the vena contracta occurs approximately 0.5 to 1 diameter downstream and has an area roughly 0.6-0.65 times the orifice area.

Velocity Through Orifice

The theoretical velocity through the orifice (ignoring losses) is given by Torricelli's equation:

V = sqrt(2 x dP / rho)

The actual velocity at the vena contracta is approximately equal to this theoretical velocity multiplied by a velocity coefficient (typically 0.98-0.99).

Sharp-Edge Orifice with Vena Contracta Flow Vena Contracta d ~0.6d P1 (High) P2 (Low) dP = P1 - P2 Flow Rate Q = Cd x A x sqrt(2dP/rho) Discharge Coef. Cd = 0.60 - 0.65 Velocity V = sqrt(2 x dP / rho)

Sharp-Edge Orifice Flow Calculator

Calculate flow rate and velocity through sharp-edge orifices in hydraulic systems. Includes Cd selection for accurate results.

Orifice Geometry
Discharge Coefficient (Cd)
Range: 0.5 - 1.0 (typical sharp edge: 0.60-0.65)
Operating Conditions
Fluid Properties
Ready to Calculate
Enter values to see results
Flow d

Results

Flow Rate --
Flow Rate (LPM) --
Flow Rate (GPM) --
Flow Rate (cc/min) --
Orifice Area --
Effective Area (Cd x A) --
Theoretical Velocity --
Actual Jet Velocity --
Reynolds Number --

Active Formulas

Flow Rate:

Q = Cd x A x sqrt(2 x dP / rho)

Velocity:

V = sqrt(2 x dP / rho)

Discharge Coefficient (Cd) Reference

Orifice TypeCd RangeNotes
Sharp-edge (thin plate)0.60 - 0.62Standard hydraulic orifice
Sharp-edge (thick plate)0.62 - 0.65t/d > 0.5
Slightly rounded0.65 - 0.70Worn or chamfered edge
Well-rounded0.95 - 0.98Nozzle-type entrance
Re-entrant (Borda)0.50 - 0.52Sharp edge projecting into flow

Application Guidelines

ApplicationTypical SizePurpose
Pilot orifice0.5 - 1.5 mmControl valve pilot flow
Damping orifice1 - 3 mmCylinder cushioning
Metering orifice2 - 6 mmFlow control
Restriction plate5 - 15 mmPressure reduction