Orifice and Venturi Flow: Reading dP the Right Way
Orifice and Venturi flow rates vary approximately with the square root of differential pressure when fluid density and meter coefficients remain constant. To convert a dP reading into flow, use either the meter geometry and appropriate discharge coefficient or a verified flow–dP reference point. A fitted coefficient is valid only with its stated units and operating assumptions. The underlying pressure-differential relationship applies to both meter types, but their coefficients and installation requirements differ.
Calculate Flow from Differential Pressure
For an incompressible liquid, the geometry-based equation is:
[
Q=\frac{C_d A}{\sqrt{1-\beta^4}}
\sqrt{\frac{2\Delta p}{\rho}}
]
where:
- (Q) = actual volumetric flow rate, m³/s.
- (C_d) = discharge coefficient, dimensionless.
- (A=\pi d^2/4) = orifice opening or Venturi throat area, m².
- (d) = orifice bore or Venturi throat diameter, m.
- (D) = upstream pipe internal diameter, m.
- (\beta=d/D) = diameter ratio, dimensionless.
- (\Delta p) = differential pressure between the specified meter taps, Pa.
- (\rho) = liquid density at flowing conditions, kg/m³.
Multiply (Q) in m³/s by 3,600 to obtain m³/h. Use the actual internal diameter, not the nominal pipe size. The differential-pressure flow equation includes the approach-velocity correction (1/\sqrt{1-\beta^4}); omitting it changes the calculated flow.
This form assumes a full pipe, single-phase liquid flow, and an appropriate coefficient for the meter geometry, tapping arrangement, and Reynolds number. Do not apply it unchanged to pulsating flow, cavitating liquid, or a partially filled pipe. ISO 5167 addresses full circular conduits, single-phase subsonic flow, and excludes pulsating-flow measurement.
For a gas, the corresponding equation includes the expansibility factor (\varepsilon):
[
Q_1=\frac{C_d\varepsilon A}{\sqrt{1-\beta^4}}
\sqrt{\frac{2\Delta p}{\rho_1}}
]
Here, (Q_1) is actual volume flow at upstream conditions and (\rho_1) is upstream density. Gas density and expansibility must be determined for the fluid and operating conditions; they are not interchangeable corrections. Manufacturer DP-flow calculations account for density and expansibility rather than assuming that a liquid calibration automatically transfers to gas service.
Use a Reference Point Without Confusing the Coefficients
For preliminary checks on an existing installation, write:
[
Q=K\sqrt{\frac{\Delta p}{\rho}}
]
With (Q) in m³/s, (\Delta p) in Pa, and (\rho) in kg/m³, (K) has units of m². For an incompressible liquid:
[
K=\frac{C_d A\sqrt{2}}{\sqrt{1-\beta^4}}
]
Unlike (C_d), this combined factor is not dimensionless. It incorporates opening area, diameter ratio, and the effective discharge coefficient associated with the meter and tap arrangement. Discharge coefficients can vary with Reynolds number, so a constant fitted factor should not be assumed valid across every operating condition.
From a trusted reference measurement:
[
K=\frac{Q_{\mathrm{ref}}}
{\sqrt{\Delta p_{\mathrm{ref}}/\rho_{\mathrm{ref}}}}
]
An equivalent expression avoids carrying a unit-dependent coefficient:
[
Q=Q_{\mathrm{ref}}
\sqrt{
\frac{\Delta p}{\Delta p_{\mathrm{ref}}}
\frac{\rho_{\mathrm{ref}}}{\rho}
}
]
Use matching units within each ratio. This relationship assumes the effective coefficient remains unchanged; for gas service, that also requires an unchanged expansibility factor.
One reference point sets the scale at that point. It does not establish accuracy or uncertainty across the flow range. Check additional points before relying on the same factor over a wider range, particularly where Reynolds number or fluid properties change. Manufacturer flow-tube guidance describes calibration curves and coefficient changes at lower Reynolds numbers.
Worked Example: Water at 25 kPa
Assume an unchanged meter installation carrying single-phase water, with a constant effective coefficient over the range being checked.
Reference inputs:
- Verified actual flow: (Q_{\mathrm{ref}}=10.00) m³/h.
- Reference differential pressure: (\Delta p_{\mathrm{ref}}=40.0) kPa.
- Reference density: (\rho_{\mathrm{ref}}=1{,}000) kg/m³.
Current inputs:
- Differential pressure: (\Delta p=25.0) kPa.
- Density: (\rho=1{,}000) kg/m³.
The density is an assumed rounded value for this example, not a verified water property at a specified temperature.
[
Q=10.00
\sqrt{
\frac{25.0}{40.0}
\frac{1{,}000}{1{,}000}
}
=7.91\ \mathrm{m^3/h}
]
To express the same calculation as (Q=C\sqrt{\Delta p/\rho}), using m³/h, kPa, and kg/m³:
[
C=\frac{10.00}{\sqrt{40.0/1{,}000}}=50.0
]
The coefficient therefore carries units of:
[
(\mathrm{m^3/h})
\sqrt{\frac{\mathrm{kg/m^3}}{\mathrm{kPa}}}
]
Then:
[
Q=50.0\sqrt{\frac{25.0}{1{,}000}}
=7.91\ \mathrm{m^3/h}
]
The numerical coefficient 50.0 cannot be reused unchanged if differential pressure is entered in Pa instead of kPa. With Pa and the same flow and density units, its numerical value becomes approximately 1.581.
Read the dP Signal Correctly
Square-root extraction must occur once: either in the transmitter or in the receiving controller. If the transmitter already outputs a flow-linearized signal, applying another square root in the controller produces an incorrect result. Check the transmitter configuration and controller scaling before changing a calibration factor.
With unchanged density and coefficients:
[
\frac{Q}{Q_{\max}}
=
\sqrt{\frac{\Delta p}{\Delta p_{\max}}}
]
Thus, 25% of the calibrated dP span corresponds to 50% of the calibrated flow span—not 25% flow. Test an intermediate point as well as the endpoints when checking signal scaling.
The measured meter differential is also not the same as permanent pressure loss. A Venturi recovers part of the pressure downstream of its throat; an orifice also has some recovery, but generally leaves a greater unrecovered loss. Use the meter’s permanent-loss data for a pipeline pressure-loss calculation rather than adding the entire measured dP as an irreversible loss. Meter dP is not total system head.
Check Beta Ratio, Straight Pipe, and Tap Geometry
There is no single beta range or straight-run length that is valid for every orifice and Venturi installation. Requirements depend on meter type, beta ratio, upstream disturbances, tapping arrangement, and any qualified flow conditioner. Orifice approach lengths vary with the type, number, and orientation of fittings; proprietary Venturi designs can also have different installation requirements.
Before trusting the calculated flow:
- Confirm the bore or throat diameter and upstream pipe internal diameter.
- Identify the actual pressure-tap arrangement and use its corresponding coefficient.
- Check upstream and downstream straight lengths against the applicable standard or manufacturer instructions.
- Check for disturbed flow, damaged geometry, and blocked taps or impulse lines.
Do not treat a flow conditioner as an automatic remedy for insufficient straight pipe. Its suitability and required placement must be established for the particular installation.
For standardized meters, the published ISO catalogue editions are ISO 5167-1:2022 for general requirements, ISO 5167-2:2022 for orifice plates, and ISO 5167-4:2022 for Venturi tubes. Part 2 covers flange, corner, and (D)–(D/2) taps; it does not cover every possible orifice tapping arrangement. Use the edition and meter-specific requirements applicable to the project, contract, or regulatory context—not merely the latest publication date.
Keep Density and Flow Basis Consistent
For liquids, use density at the relevant temperature and composition when its variation matters to the required accuracy. A fixed density can support an operating estimate where conditions remain stable; temperature correction is not automatically necessary for every liquid measurement. Manufacturer accuracy statements commonly specify constant density, viscosity, and expansibility assumptions.
For gases, determine upstream density using absolute pressure and absolute temperature, with the appropriate composition and compressibility model. Gauge pressure alone is not a valid input to a gas-density calculation. Determine expansibility separately for the meter and pressure ratio.
Mass flow and reference-condition volume flow follow from:
[
\dot m=\rho_1Q_1
]
[
Q_b=\frac{\dot m}{\rho_b}
]
where (\dot m) is mass flow in kg/s, (Q_1) is actual upstream volume flow in m³/s, and (Q_b) is volume flow at explicitly stated reference conditions. Keep actual m³/h distinct from standard or normal volume flow; the latter requires a defined reference density.
For billing or custody transfer, a one-point fitted coefficient does not by itself establish an acceptable measurement system. Verify the governing measurement requirements, applicable standard edition, installation, calibration evidence, and uncertainty assessment. ISO 5167 provides methods and requirements for DP-flow measurement, but its use is not a universal substitute for contractual or legal requirements.