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:
- â volumetric flow, mÂģ/s
- â discharge coefficient, dimensionless; typically â for a sharp-edged concentric plate
- â velocity-of-approach factor, dimensionless
- â orifice bore area, mÂē; bore, pipe internal diameter, m
- â differential pressure across the taps, pascals (Pa)
- â fluid density, kg/mÂģ
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 â; 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 â 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 â at , , and it grows quickly for larger .
- Mixing pressure units â must be in pascals. kPa is Pa; a bar is Pa.
- Assuming flow is proportional to â 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 â much of it recovers downstream.
- Using a liquid for compressible gas flow â the expansibility factor is required, and choked flow needs a different treatment entirely.
- Ignoring upstream straight run â an elbow too close to the plate biases the reading regardless of how good the arithmetic is.
Examples
Frequently Asked Questions
Q = Cd · E · Aâ · â(2ÎP/Ï), where Cd is the discharge coefficient, E = 1/â(1âÎēâī) is the velocity-of-approach factor, Aâ is the bore area in mÂē, ÎP is the differential in pascals and Ï is the density in kg/mÂģ. For free discharge from a tank it simplifies to Q = Cd·Aâ·â(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 â Îē^1.9) times the measured differential â about 70% of it at Îē = 0.5 â 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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