A REVIEW OF THE REVISIONS TO API 14.3/AGA REPORT...
Transcript of A REVIEW OF THE REVISIONS TO API 14.3/AGA REPORT...
PAGE 184 2001 PROCEEDINGSAMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
A REVIEW OF THE REVISIONS TOAPI 14.3/AGA REPORT NO. 3 - PART 2
Paul J. LaNasaCPL & Associates
P.O. Box 801304, Houston, TX 77280-1304
ABSTRACT
Periodically natural gas measurement standards arecreated or revised. In the period 1993 through 1999 Part2 of ANSI 2530/API MPMS 14.3/AGA Report No 3underwent revision. It is the intent of this paper to discussthe highlights of this revision.
BACKGROUND
The dictionary defines standard as “somethingestablished by authority, custom, or general consent asa model or example”. In the natural gas industry,standards are established to provide uniformity of actionwith the hope this will improve efficiency and avoiddifferences. Natural gas measurement is one area ofapplication for standards in the natural gas industry.Periodically, natural gas measurement standards arecreated or revised. In the period of 1993 through 1999Part 2 of ANSI 2530/API MPMS 14.3/AGA Report No 3has been revised.
ORIFICE PLATE REVISIONS
Two major orifice plate areas of concern are addressedin the 2000 revision of Part 2:
• Maximum allowable differential pressure acrossthe orifice plate,
• Recommended 8-inch orifice plate thickness.
The maximum allowed differential pressure across theorifice plate is redefined in the new standard. The 1992edition established an explicit maximum differentialpressure of 200 inches of water column (iwc) for all orificeplates sizes except 8-inch. The 8-inch diameter by 1/8thick orifice plate was limited to 150 iwc. The reviseddifferential pressures limits will vary and are now afunction of:
• Plate thickness• Plate material mechanical strength• Acceptable expansion factor,Y, uncertainty.• Maximum acceptable permanent pressure loss.
This could result in differential pressures as high as 1000iwc. Except for the additional expansion factoruncertainty, the influence of high differential pressures isarchived in the Reader-Harris Gallagher coefficient ofdischarge calculation. The flange tapped coefficient of
discharge database experienced differential pressuresas high as 1300 iwc.
The recommended orifice plate thickness for 8-inchorifice plates in the 1992 revision is 1/8 of an inch. The8-inch diameter by 1/8 thick orifice plate was limited to150 iwc in order to maintain the flatness tolerances. The2000 revision has changed the recommended orificeplate thickness for 8-inch orifice plates to 1/4 of an inch.The change from 1/8 inch orifice plates to 1/4 inch orificeplates can be achieved in some orifice plate holdingdevices without any modifications to the device providedthe differential pressure tap hole tolerances and limitsas specified are satisfied. Otherwise the orifice plateholding device has to be redrilled
METER TUBE REVISIONS
Meter Tube Surface RoughnessProper meter tube surface roughness is required toassure accurate measurement. New research dataresulted in a revision in the surface roughnessrequirements. The new requirements establishes aminimum pipe wall roughness for all pipe sizes and allowspipes larger than 12-inch nominal pipe diameter to havea greater roughness than previous revisions.
The surface roughness requirement for 12- inch nominalpipe diameter and smaller is:
• 300 micro inches Ra when βr ≤ 0.6• 250 micro inches Ra when βr > 0.6• Minimum Ra > 0.34 micro inches
The surface roughness requirement for greater than 12-inch nominal pipe diameter is:
• 600 micro inches Ra when βr ≤ 0.6• 500 micro inches Ra when βr > 0.6• Minimum Ra > 0.34 micro inches
Irregularities such as grooves, scoring, or ridges resultingfrom seams, welding distortion, offsets, and the like thataffect the tolerance in excess of that allowed by theTolerances and Restrictions detailed in section 2.5.1.3of the revision are not permitted. The existence of pits inthe surface of the meter tube, although undesirable, areallowed provided their individual measurements do notexceed the surface roughness and/or diameter tolerancerequirements of the meter tube and do not compromisethe meter tube’s pressure integrity. When these
2001 PROCEEDINGS PAGE 185AMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
tolerances are exceeded, the irregularities must becorrected. The increase in the meter tube surface wallroughness requirement should not be interpreted asreducing the need to maintain clean meter tubes. The2000 revision states: “Due care shall be exercised to keepthe meter tube interior clean and free from accumulationof dirt, ice, grit, grease, oil, free liquid and otherextraneous materials, to the extent feasible. Damageand/or accumulation of extraneous materials in the metertube may result in a greater uncertainty for the orificeplate coefficient of discharge, Cd(FT).”
Flow ConditionersThe 2000 revision provides two changes to the 1992 flowconditioning section:
• It defines a new 19 tube uniform concentric tubebundle flow straightener.
• It provides recognition and acceptance of theuse of other flow conditioners.
In an effort to eliminate or reduce the potential for flowmeasurement bias in existing installations and to provideguidance for improved measurement accuracy in newinstallations, the 2000 revision provides constructionrequirements and installation recommendation for the19 tube uniform concentric tube bundle flowstraighteners cited in the installation effects research.Due to the significant (outside the designated uncertaintyband) coefficient of discharge differences experiencedfrom variations in the 1992 revision’s straightening vanetube bundle construction, only those tube bundle flowstraighteners meeting the 2000 criteria are specified toproduce “no additional uncertainty” when installed asrecommended. All other tube bundles should beconsidered as other flow conditioners.
It is not the intent of the 2000 revision to recommendany particular type of flow conditioner. However, the 2000revision does recognize and accept the use of other typesof flow conditioners. It requires that their use be basedon technical performance data obtained fromperformance test(s). The 2000 revision provides a uniformcriterion for evaluation of installation and/or flowconditioner performance (perturbation) test or tests. Thistest(s) is required by the 2000 revision to confirm theperformance level that can be achieved by an orificemeter installation using a flow conditioner. Details of theperformance test are given in Appendix 2-C & D of therevision. The performance test(s) will confirm the orificemeter diameter ratio, b, meter tube length, and flowconditioner location for which acceptable performanceis obtainable.
Required Meter Tube LengthsThe most significant change in the 2000 revision hasbeen to the required orifice meter tube lengths. Therequired orifice meter tube upstream lengths, both withflow conditioner and without flow conditioner (bare), have
undergone significant revision. The required orifice metertube downstream lengths remain unchanged. Theupstream meter tube length revisions are the result ofextensive research, both national and international, thathas been underway since the mid 1980’s. The 1992revision indicated that the research was in progress andthat revisions would occur when the research wasconcluded. All of the known data developed byresearchers that met the acceptance criteria was utilized.
The research data compiled was carefully reviewed byan international group of experts from Canada, Japan,Western Europe and the United States. Only after thisrigorous study of the data were the new meter tubelengths developed.
The required orifice meter tube lengths are divided intotwo categories:
• Meter tubes lengths without 19 tube concentrictube bundles (Bare meter tubes).
• Meter tubes lengths with 19 tube concentric tubebundles.
Meter Tubes Without the Uniform Concentric 19 TubeBundle Flow Straightener (Bare meter tubes)The bare meter tube consists of only straight pipebetween the last pipe fitting and the orifice plate. Theroughness of the pipe is the only agent that aids in theproper flow profile development. Any configuration notexplicitly identified in the designated tables (See attachedTable for more detail), the required lengths and the 1998Uniform Concentric 19-Tube Bundle Straightenerlocations of the “any other configuration” classificationshould be followed.
Meter Tubes With Uniform Concentric 19 Tube BundleFlow StraightenerThe meter tube lengths utilizing the uniform concentric19 tube bundle flow straightener have been revised. Theresearch data segmented the meter tube lengths intothe following two categories:
• 17Di ≤ Upstream Length < 29Di• Upstream Length ≥ 29 Di
Where:Di - published internal pipe diameter
The recommended uniform concentric 19 tube bundleflow straightener location for 17Di ≤ Upstream Length <29Di is designated as 12-13 Di form the outlet of the flowstraightener to the upstream face of the orifice plate.The recommended uniform concentric 19 tube bundleflow straightener location for Upstream Length ≥ 29 Di isdesignated as 12-13 Di form the downstream end of theflow straightener to the upstream face of the orifice plate.(See attached table for more details)
PAGE 186 2001 PROCEEDINGSAMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
ORIFICE PLATE ECCENTRICITY
The 2000 revision removes the minimum limit on the highb ratio small diameter meter tube eccentricity tolerance.The 1992 revision had placed the minimum eccentricitytolerance for 2, 3, and 4-inch high β ratio orifice platesat 0.020 inches.
PULSATION ENVIRONMENT
The 2000 revision establishes for the first time a minimumpulsation threshold below which pulsation effects onorifice meter measurement is negligible. Accurate flowmeasurement with an orifice meter can be ensured onlywhen the root mean square (rms) of the fluctuatingdifferential pressure divided by the average differentialpressure is less than or equal to 10%.
∆Prms/ ∆Pave ≤ 0.10
This limit applies to:
• Single frequency flow pulsation with or withoutharmonics such as those generated byreciprocating compressors or closed relief orblow down valves,
• Broad band flow pulsation or noise such asgenerated by throttling valves.
Pulsation environments greater than the 10% limit givenin the formula are not addressed.
Additionally, in order to avoid any resonance in the gaugeline, the length of the gauge line should be as short aspossible or should have lengths, l, specified accordingto the highest frequency, ƒ, of concern from one of thefollowing formulas:
0≤l1≤0.25a/(2πƒ)l2 = 2.5a/(2πƒ)l3 = 5.5a/(2πƒ)l4 = 8.5a/(2πƒ)l5 = 11.5a/(2πƒ)
Where :a - speed of sound in the flowing fluid at
operating conditionsƒ – frequency of pulsation levelsπ - mathematical constant = 3.14159
The length of the gauge line determined from any of theseformulas will ensure that no resonance and/oramplification of pressure pulsation exist in the gauge line.Both gauge lines should be of equal length and have nosudden changes of the internal diameter, especially forlow pressure applications. In some cases, direct mountmanifolds may reduce the effects of pulsation.
THERMOMETER WELLS
The thermometer wells must be located to accuratelysense the flowing temperature of the fluid beingmeasured. The wells may be placed on the downstreamside of the orifice at the outlet of the downstream metertube or no farther than four time the length of thedownstream meter tube. If a flow conditioner is utilized,the thermometer well may be located upstream side ofthe orifice but no closer than 36 inches upstream of theflow conditioner. Thermometer wells exposed to theinfluences of the ambient environment may result inbiased measurement.
Care should be taken to ensure that the temperaturesensor indicates the flowing gas temperature and is notthermally coupled to the meter run pipe. Insulation ofthe meter tube can be required if the ambient temperatureeffects the accuracy of the flowing temperaturemeasurement.
CONCLUSIONS
The 2000 revision of Part 2 of ANSI 2530/API MPMS14.3/AGA Report No. 3 represent the mostcomprehensive revision to the orifice meter’sspecification and installation requirements since 1955.Adherence to the 2000 revision’s design specificationand installation requirements will certainly improvemeasurement accuracy.
2001 PROCEEDINGS PAGE 187AMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
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PAGE 188 2001 PROCEEDINGSAMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
TA
BLE
A -
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INS
TALL
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2001 PROCEEDINGS PAGE 189AMERICAN SCHOOL OF GAS MEASUREMENT TECHNOLOGY
TA
BLE
B -
OR
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ET
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TALL
AT
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RE
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67
loca
tio
n fo
r
max
ran
ge
of
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NO
TES
: Leng
ths
show
n un
der
the
UL2
col
umn
are
the
dim
ensi
ons
exp
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s th
e nu
mb
er o
f pub
lishe
d in
tern
al p
ipe
dia
met
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(DI)
bet
wee
n th
e d
owns
trea
m e
nd o
f the
199
8 U
nifo
rm C
once
ntric
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Tub
e B
und
le F
low
Str
aigh
tene
r and
the
upst
ream
surf
ace
of t
he o
rific
e p
late
.S
- S
epar
atio
n d
ista
nce
bet
wee
n el
bow
s.U
L1 =
UL
- U
L2N
ote
: The
tol
eran
ce o
n sp
ecifi
ed le
ngth
s fo
r U
L, U
L2 a
nd D
L is
±0.
25D
i.