Orifice plate: Definition from Answers.com

Flat-plate, sharp-edge orifice

ISO 5167 Orifice Plate

An orifice meter is a device used to measure the rate of fluid flow. It uses the same principle as a Venturi nozzle, namely Bernoulli's principle which says that there is a relationship between the pressure of the fluid and the velocity of the fluid. When the velocity increases, the pressure decreases and vice versa.

An orifice plate is basically a thin plate with a hole in the middle. It is usually placed in a pipe in which fluid flows. As fluid flows through the pipe, it has a certain velocity and a certain pressure. When the fluid reaches the orifice plate, with the hole in the middle, the fluid is forced to converge to go through the small hole; the point of maximum convergence actually occurs shortly downstream of the physical orifice, at the so-called vena contracta point (see drawing to the right). As it does so, the velocity and the pressure changes. Beyond the vena contracta, the fluid expands and the velocity and pressure change once again. By measuring the difference in fluid pressure between the normal pipe section and at the vena contracta, the volumetric and mass flow rates can be obtained from Bernoulli's equation.

1 Uses
2 Incompressible flow through an orifice
3 Flow of gases through an orifice
- 3.1 Calculation of expansion factor
4 Permanent pressure drop for incompressible fluids
5 See also
6 References
7 External links

Uses

ISO 5167-2 orifice plate in a fan teststand

Orifice plates are most commonly used for continuous measurement of fluid in pipes. They are also used in some small river systems to measure flow at locations where the river passes through a culvert or drain. Only a small number of rivers are appropriate for the use of the technology since the plate must remain completely immersed i.e the approach pipe must be full, and the river must be substantially free of debris.

In the natural environment large orifice plates are used to control onward flow in flood relief dams. in these structures a low dam is placed across a river and in normal operation the water flows through the orifice plate unimpeded as the orifice is substantially larger than the normal flow cross section. However, in floods, the flow rate rises and floods out the orifice plate which can then only pass a flow determined by the physical dimensions of the orifice. Flow is then held back behind the low dam in a temporary reservoir which is slowly discharged through the orifice when the flood subsides.

Incompressible flow through an orifice

By assuming steady-state, incompressible (constant fluid density), inviscid, laminar flow in a horizontal pipe (no change in elevation) with negligible frictional losses, Bernoulli's equation reduces to an equation relating the conservation of energy between two points on the same streamline:

$P_1 + \frac{1}{2}\cdot\rho\cdot V_1^2 = P_2 + \frac{1}{2}\cdot\rho\cdot V_2^2$

or:

$P_1 - P_2 = \frac{1}{2}\cdot\rho\cdot V_2^2 - \frac{1}{2}\cdot\rho\cdot V_1^2$

By continuity equation:

$Q = A_1\cdot V_1 = A_2\cdot V_2$ or $V 1 = Q / A 1$ and $V 2 = Q / A 2$ :

$P_1 - P_2 = \frac{1}{2}\cdot\rho\cdot \bigg(\frac{Q}{A_2}\bigg)^2 - \frac{1}{2}\cdot\rho\cdot\bigg(\frac{Q}{A_1}\bigg)^2$

Solving for $Q$ :

$Q = A_2\;\sqrt{\frac{2\;(P_1-P_2)/\rho}{1-(A_2/A_1)^2}}$

and:

$Q = A_2\;\sqrt{\frac{1}{1-(d_2/d_1)^4}}\;\sqrt{2\;(P_1-P_2)/\rho}$

The above expression for $Q$ gives the theoretical volume flow rate. Introducing the beta factor $β = d 2 / d 1$ as well as the coefficient of discharge $C d$ :

$Q = C_d\; A_2\;\sqrt{\frac{1}{1-\beta^4}}\;\sqrt{2\;(P_1-P_2)/\rho}$

And finally introducing the meter coefficient $C$ which is defined as $C = \frac{C_d}{\sqrt{1-\beta^4}}$ to obtain the final equation for the volumetric flow of the fluid through the orifice:

$(1)\qquad Q = C\;A_2\;\sqrt{2\;(P_1-P_2)/\rho}$

Multiplying by the density of the fluid to obtain the equation for the mass flow rate at any section in the pipe:^[1]^[2]^[3]^[4]

$(2)\qquad \dot{m} = \rho\;Q = C\;A_2\;\sqrt{2\;\rho\;(P_1-P_2)}$

where:
$Q$	= volumetric flow rate (at any cross-section), m³/s
$\dot{m}$	= mass flow rate (at any cross-section), kg/s
$C d$	= coefficient of discharge, dimensionless
$C$	= orifice flow coefficient, dimensionless
$A 1$	= cross-sectional area of the pipe, m²
$A 2$	= cross-sectional area of the orifice hole, m²
$d 1$	= diameter of the pipe, m
$d 2$	= diameter of the orifice hole, m
$β$	= ratio of orifice hole diameter to pipe diameter, dimensionless
$V 1$	= upstream fluid velocity, m/s
$V 2$	= fluid velocity through the orifice hole, m/s
$P 1$	= fluid upstream pressure, Pa with dimensions of kg/(m·s² )
$P 2$	= fluid downstream pressure, Pa with dimensions of kg/(m·s² )
$ρ$	= fluid density, kg/m³

Deriving the above equations used the cross-section of the orifice opening and is not as realistic as using the minimum cross-section at the vena contracta. In addition, frictional losses may not be negligible and viscosity and turbulence effects may be present. For that reason, the coefficient of discharge $C d$ is introduced. Methods exist for determining the coefficient of discharge as a function of the Reynolds number.^[2]

The parameter $\sqrt{1-\beta^4}$ is often referred to as the velocity of approach factor^[1] and dividing the coefficient of discharge by that parameter (as was done above) produces the flow coefficient $C$ . Methods also exist for determining the flow coefficient as a function of the beta function $β$ and the location of the downstream pressure sensing tap. For rough approximations, the flow coefficient may be assumed to be between 0.60 and 0.75. For a first approximation, a flow coefficient of 0.62 can be used as this approximates to fully developed flow.

An orifice only works well when supplied with a fully developed flow profile. This is achieved by a long upstream length (20 to 40 pipe diameters, depending on Reynolds number) or the use of a flow conditioner. Orifice plates are small and inexpensive but do not recover the pressure drop as well as a venturi nozzle does. If space permits, a venturi meter is more efficient than a flowmeter.

Flow of gases through an orifice

In general, equation (2) is applicable only for incompressible flows. It can be modified by introducing the expansion factor $Y$ to account for the compressibility of gases.

$(3)\qquad \dot{m} = \rho_1\;Q = C\;Y\;A_2\;\sqrt{2\;\rho_1\;(P_1-P_2)}$

$Y$ is 1.0 for incompressible fluids and it can be calculated for compressible gases.^[2]

Calculation of expansion factor

The expansion factor $Y$ , which allows for the change in the density of an ideal gas as it expands isentropically, is given by:^[2]

$Y =\;\sqrt{r^{2/k}\bigg(\frac{k}{k-1}\bigg)\bigg(\frac{\;1-r^{(k-1)/k\;}}{1-r}\bigg)\bigg(\frac{1-\beta^4}{1-\beta^{4}\;r^{2/k}}\bigg)}$

For values of $β$ less than 0.25, $β 4$ approaches 0 and the last bracketed term in the above equation approaches 1. Thus, for the large majority of orifice plate installations:

$(4)\qquad Y =\;\sqrt{r^{2/k}\bigg(\frac{k}{k-1}\bigg)\bigg(\frac{\;1-r^{(k-1)/k\;}}{1-r}\bigg)}$

where:
$Y$	= Expansion factor, dimensionless
$r$	= $P 2 / P 1$
$k$	= specific heat ratio ( $c p / c v$ ), dimensionless

Substituting equation (4) into the mass flow rate equation (3):

$\dot{m} = C\;A_2\;\sqrt{2\;\rho_1\;\bigg (\frac{k}{k-1}\bigg)\bigg[\frac{(P_2/P_1)^{2/k}-(P_2/P_1)^{(k+1)/k}}{1-P_2/P_1}\bigg](P_1-P_2)}$

and:

$\dot{m} = C\;A_2\;\sqrt{2\;\rho_1\;\bigg (\frac{k}{k-1}\bigg)\bigg[\frac{(P_2/P_1)^{2/k}-(P_2/P_1)^{(k+1)/k}}{(P_1-P_2)/P_1}\bigg](P_1-P_2)}$

and thus, the final equation for the non-choked (i.e., sub-sonic) flow of ideal gases through an orifice for values of β less than 0.25:

$(5)\qquad \dot{m} = C\;A_2\;\sqrt{2\;\rho_1\;P_1\;\bigg (\frac{k}{k-1}\bigg)\bigg[(P_2/P_1)^{2/k}-(P_2/P_1)^{(k+1)/k}\bigg]}$

Using the ideal gas law and the compressibility factor (which corrects for non-ideal gases), a practical equation is obtained for the non-choked flow of real gases through an orifice for values of β less than 0.25:^[3]^[4]^[5]

$(6)\qquad \dot{m} = C\;A_2\;P_1\;\sqrt{\frac{2\;M}{Z\;R\;T_1}\bigg(\frac{k}{k-1}\bigg)\bigg[(P_2/P_1)^{2/k}-(P_2/P_1)^{(k+1)/k}\bigg]}$

where:
$k$	= specific heat ratio ( $c p / c v$ ), dimensionless
$\dot{m}$	= mass flow rate at any section, kg/s
$C$	= orifice flow coefficient, dimensionless
$A 2$	= cross-sectional area of the orifice hole, m²
$ρ 1$	= upstream real gas density, kg/m³
$P 1$	= upstream gas pressure, Pa with dimensions of kg/(m·s²)
$P 2$	= downstream pressure, Pa with dimensions of kg/(m·s²)
$M$	= the gas molecular mass, kg/mol (also known as the molecular weight)
$R$	= the Universal Gas Law Constant = 8.3145 J/(mol·K)
$T 1$	= absolute upstream gas temperature, K
$Z$	= the gas compressibility factor at $P 1$ and $T 1$ , dimensionless

A detailed explanation of choked and non-choked flow of gases, as well as the equation for the choked flow of gases through restriction orifices, is available at Choked flow.

The flow of real gases through thin-plate orifices never becomes fully choked. The mass flow rate through the orifice continues to increase as the downstream pressure is lowered to a perfect vacuum, though the mass flow rate increases slowly as the downstream pressure is reduced below the critical pressure.^[6] "Cunningham (1951) first drew attention to the fact that choked flow will not occur across a standard, thin, square-edged orifice."^[7]

Permanent pressure drop for incompressible fluids

For a square-edge orifice plate with flange taps^[8]:

$\frac{\Delta P_p}{\Delta P_i} = 1 - 0.24 \beta - 0.52 \beta ^2 - 0.16 \beta ^3$

where:

Δ P p

= permanent pressure drop

Δ P i

= indicated pressure drop at the flange taps

β = d 2 / d 1

And rearranging the formula near the top of this article:

$\Delta P_i = P_1 - P_2 = \frac {Q^2 ~\rho~ (1 - \beta ^4)} {2 ~C_d^2~ A_2^2} = \frac {Q^2 ~\rho~ (1 - \beta ^4)} {2 ~C_d^2 ~A_1^2 ~\beta ^4}$

References

^ ^a ^b Lecture, University of Sydney
^ ^a ^b ^c ^d Perry, Robert H. and Green, Don W. (1984). Perry's Chemical Engineers' Handbook (Sixth Edition ed.). McGraw Hill. ISBN 0-07-049479-7.
^ ^a ^b Handbook of Chemical Hazard Analysis Procedures, Appendix B, Federal Emergency Management Agency, U.S. Dept. of Transportation, and U.S. Environmental Protection Agency, 1989. Handbook of Chemical Hazard Analysis, Appendix B Click on PDF icon, wait and then scroll down to page 391 of 520 PDF pages.
^ ^a ^b Risk Management Program Guidance For Offsite Consequence Analysis, U.S. EPA publication EPA-550-B-99-009, April 1999. Guidance for Offsite Consequence Analysis
^ Methods For The Calculation Of Physical Effects Due To Releases Of Hazardous Substances (Liquids and Gases), PGS2 CPR 14E, Chapter 2, The Netherlands Organization Of Applied Scientific Research, The Hague, 2005. PGS2 CPR 14E
^ Section 3 -- Choked Flow
^ Forum post on 1 Apr 03 19:37
^ Catalog section by AVCO

External links

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