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Flow Measurement

Orifice Plate Flow Meter Design Calculator

Orifice flow calculator using corner-tap Cd iteration. Explore pipe diameter, beta ratio, pressure drop and temperature with checked examples. Approximate properties and epsilon=1; not an ISO compliance or design-accuracy guarantee.

Input Parameters
Pipe inside diameter D
mm
Beta ratio β = d/D
Differential Pressure ΔP
Pa
Temperature T
°C
Fluid
Orifice flow visualization (vena contracta)
0.50
β = d/D
0.60
Discharge coefficient Cd
5.0
Differential pressure Δp [kPa]
0.0
Flow Rate Q [L/s]
0.0
Orifice velocity [m/s]
0.0
Permanent pressure loss [kPa]
Streamlines (redder = faster) Vena contracta Differential-pressure manometer Δp
Calculation Results

—
Discharge coefficient Cd
—
Volumetric flow Q (m³/h)
—
Mass flow rate ṁ (kg/h)
—
Reynolds number ReD
—
Velocity of approach factor E
—
Orifice diameter d (mm)
Q – ΔP curve
Cd – ReD curve
Theory & Key Formulas

$q_m = C_d \cdot \varepsilon \cdot \dfrac{\pi}{4}d^2 \sqrt{\dfrac{2\Delta p\,\rho}{1-\beta^4}}$

Reader-Harris/Gallagher equation (Cd)
$C_d = 0.5961 + 0.0261\beta^2 - 0.216\beta^8 + \dfrac{0.000521(10^6\beta/Re_D)^{0.7}}{...}$

※ This tool uses an incompressible approximation with ε=1. It does not apply the gas/steam expansibility correction ε.

Orifice flow: equation and checked examples

qm=Cd·Ao·sqrt(2ΔPρ/(1−β⁴)); Q=qm/ρ, β=d/D, Ao=πd²/4. Diameters are converted from mm to m. Results show Q in m³/h and mass flow in kg/h.

🙋 Why are the flow readouts in different units?
🎓 The illustration uses L/s and the cards use m³/h. Multiply L/s by 3.6 to compare them. Changing the bore also changes ReD and Cd, so a separate fixed-Cd animation can disagree with the actual calculator.

Water-pipe calculation example

D=50mm, β=0.60, d=30mm, ΔP=100000Pa, T=20°C: ρ=992.832kg/m³, Cd=0.61013, Q=23.620m³/h (6.561L/s), qm=23450.26kg/h, ReD=165877. β=0.70: Q=34.205m³/h.

Model and scope

Water properties are approximate: at 20°C, density is 992.832kg/m³ and viscosity is 0.001Pa·s, not a validated water-property table. Liquid-water conditions at high temperature are not guaranteed. The animation and result cards share one calculation. Permanent pressure loss in the illustration uses the separate approximation (1−β^1.9)ΔP.

Reader-Harris/Gallagher with corner taps, L1=L2′=0. For D<71.12mm the addition is 0.011(0.75−β)(2.8−D/0.0254), with D in metres. Flange-tap calibration is not modeled.

The nominal limits are D=50–1000mm, d>12.5mm, β=0.1–0.75 and ReD≥5000 (ReD≥16000β² for β>0.56). The UI also permits extrapolation and warns about it. Installation, roughness and straight runs are not checked; ISO compliance and field accuracy are not guaranteed.

With Cd fixed, Q scales with sqrt(ΔP); this tool instead iterates Cd using ReD. Differential-pressure uncertainty gives approximately δQ/Q=0.5δΔP/ΔP when other inputs and Cd are fixed: 5000Pa ±100Pa corresponds to about ±1% flow. Required straight runs depend on upstream fittings and β, not a universal 30D rule.

FAQ

Which equation is used?

qm=Cd·Ao·sqrt(2ΔPρ/(1−β⁴)); Q=qm/ρ, β=d/D, Ao=πd²/4. Diameters are converted from mm to m. Results show Q in m³/h and mass flow in kg/h.

Which pressure taps are modeled?

Reader-Harris/Gallagher with corner taps, L1=L2′=0. For D<71.12mm the addition is 0.011(0.75−β)(2.8−D/0.0254), with D in metres. Flange-tap calibration is not modeled.

Is this accurate for air or steam?

No. The expansibility factor is fixed at ε=1. Air uses an ideal-gas density at 101325Pa; steam uses approximate properties, not a saturation table. Do not use these illustrative gas results for design or billing.

What happens outside the correlation range?

The nominal limits are D=50–1000mm, d>12.5mm, β=0.1–0.75 and ReD≥5000 (ReD≥16000β² for β>0.56). The UI also permits extrapolation and warns about it. Installation, roughness and straight runs are not checked; ISO compliance and field accuracy are not guaranteed.

Reader-Harris/Gallagher: reference implementation and limits

How to Use

Enter internal diameter D in mm and differential pressure in Pa. Set beta=d/D and temperature in °C; select water, air or steam. Results update as inputs change. The illustration uses L/s; result cards use m³/h. There is no gas-pressure, natural-gas or user-viscosity input.

Worked Example

D=50mm, β=0.60, d=30mm, ΔP=100000Pa, T=20°C: ρ=992.832kg/m³, Cd=0.61013, Q=23.620m³/h (6.561L/s), qm=23450.26kg/h, ReD=165877. β=0.70: Q=34.205m³/h.

Practical Notes

Orifice flow calculator using corner-tap Cd iteration. Explore pipe diameter, beta ratio, pressure drop and temperature with checked examples. Approximate properties and epsilon=1; not an ISO compliance or design-accuracy guarantee. Water properties are approximate: at 20°C, density is 992.832kg/m³ and viscosity is 0.001Pa·s, not a validated water-property table. Liquid-water conditions at high temperature are not guaranteed. The animation and result cards share one calculation. Permanent pressure loss in the illustration uses the separate approximation (1−β^1.9)ΔP.