Orifice Flow Calculator
Orifice plate flow, bore sizing and pressure drop with step-by-step solutions
The Orifice Equation
An orifice plate creates a measurable pressure drop that maps to flow:
Symbols and SI units:
- — volumetric flow, m³/s
- — discharge coefficient, dimensionless; typically – for a sharp-edged concentric plate
- — velocity-of-approach factor, dimensionless
- — orifice bore area, m²; bore, pipe internal diameter, m
- — differential pressure across the taps, pascals (Pa)
- — fluid density, kg/m³
For free discharge from a tank under a head (m), and the equation reduces to .
The assumption people forget: the flow is treated as incompressible. For gases you must add the expansibility factor , and itself depends on Reynolds number, and tap arrangement.
Sizing, Pressure Loss and the Standard
Because , the relationship is strongly non-linear: halving the flow quarters the differential, which is why an orifice meter has a usable turndown of only about 3:1.
To size a bore, fix a target differential at maximum flow and solve for :
Keep within roughly –; outside that band the coefficients are not well characterised.
The measured is not the permanent loss. Some pressure recovers downstream, and the unrecovered loss is roughly — around of the differential at . That loss is a permanent pumping cost.
The rule that governs the real installation: a metering orifice must be designed and installed to ISO 5167 (or an equivalent standard such as AGA 3 for gas), which fixes the plate geometry, tap positions, straight-run lengths and the correlation. The hand calculation here shows the method; it is not a substitute for the standard.
Common Mistakes to Avoid
- Dropping the velocity-of-approach factor — at , , and it grows quickly for larger .
- Mixing pressure units — must be in pascals. kPa is Pa; a bar is Pa.
- Assuming flow is proportional to — it goes with the square root, so a differential-pressure transmitter output must be square-rooted before it means flow.
- Treating the measured differential as the permanent loss — much of it recovers downstream.
- Using a liquid for compressible gas flow — the expansibility factor is required, and choked flow needs a different treatment entirely.
- Ignoring upstream straight run — an elbow too close to the plate biases the reading regardless of how good the arithmetic is.
Examples
Frequently Asked Questions
Q = Cd · E · A₀ · √(2ΔP/ρ), where Cd is the discharge coefficient, E = 1/√(1−β⁴) is the velocity-of-approach factor, A₀ is the bore area in m², ΔP is the differential in pascals and ρ is the density in kg/m³. For free discharge from a tank it simplifies to Q = Cd·A₀·√(2gh).
Around 0.60 to 0.62 for a sharp-edged concentric plate in turbulent liquid flow. The exact value depends on the beta ratio, the Reynolds number and the tap arrangement, and for a metering installation it should come from the ISO 5167 correlation rather than a single assumed figure.
No. Part of the differential recovers downstream of the plate as the jet re-expands. The permanent, unrecovered loss is roughly (1 − β^1.9) times the measured differential — about 70% of it at β = 0.5 — and that is what costs pumping energy.
Use it to understand the method and get a first estimate, but a metering orifice must be designed and installed to ISO 5167 (or AGA 3 for gas), which specifies the plate geometry, tap locations, straight-run requirements and the coefficient correlation. The final bore and installation must follow that standard.
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