API1102 to AS2885-2007 Case 1 Validation

002-000-PDF-566 (015311) EPF-0027Rev 2 (5-Mar-07) Corporate Base Page 1 of 10

Customer N/A Proj No N/A

Project Title TBA Calc No N/A

Calculation Title Road Crossings AS2885-2007 - Validation Case 1 Phase/CTR N/A

Elec File Location

'file:///tt/file_convert/563db977550346aa9a9d9acc/document.xls'#$Calculation Cover Sheet

Project File Location Page 1 of 4

Calculation Objective

Calculation Method

Assumptions

References

Conclusions

A 02-Apr-07 Issued for Review KC

Rev Date Description By Checked Approved

Calculation Cover SheetRoad Crossings to API RP 1102 and AS2885-2007

To determine the loads for a vehicle crossing as described in validation case 1 manual calculation in order to confirm the validity of this spreadsheet.

The calculation methodology is described within API RP1102. The effective stress acting on the pipeline is calculated by combining the following stresses:1) Circumferential stress due to earth load (SHe)2) Cyclic circumferential stress due to highway load (DSHh)3) Cyclic longitudinal stress due to highway load (DSLh)4) Circumferential stress due to internal pressure (SHi)5) Longitduinal thermal stressThis is then compared to the maximum allowable stress, being design factor x pipe material SMYS.Fatigue checks are also made for girth and longitudinal welds.

1) Pipeline MAOP = 10200 kPag2) Design temperature 50 °C, installation temperature 20 °C3) Soil type: Soft clay and low to medium plasticity4) Depth of Cover: 900mm5) Design Factor =0.72 6) Wheel loads are in accordance with AS 2885.1-2007 and AS 5100.2.7) Bitumised, bored crossing8) DN200, ERW pipe, API 5L X42, 6.4mm thick carrying natural gas.

1) API RP1102-1993: Steel Pipelines Crossing Railroads and Highways2) API 5L-2000: Specification for Line Pipe3) AS 2885.1 -2007: Pipelines - Gas and Liquid Petroleum4) AS 5100.2: Bridge Design Part 2: Design Loads

Spreadsheet concurs with manual calculations.


Calculation Checklist


Project Title TBA Calc No N/A

Calculation Title Road Crossings AS2885-2007 - Validation Case 1 Phase/CTR N/A

Elec File Location

'file:///tt/file_convert/563db977550346aa9a9d9acc/document.xls'#$Calculation Cover Sheet

Project File Location Page 2 of 4

Please check boxes for all applicable items checked or delete if not appropriate:

Calculations:

Project title shown.

Calculation title shown.

Revision history box complete and signed.

Index.

Appropriate stamp for preliminary issues.

Calculation objectives (aims) stated.

Calculation method defined or described (including formulae if relevant).

Reference made to text, standard or code. Check version/edition with that required for project.

Source of input data stated (with revision number and date if relevant).

Assumptions stated.

Summary of results or conclusions if appropriate.

For software based calculations, reference to software verification if available.

Approach used is appropriate for problem being solved.

Method clear and easy to follow.

Input data correct.

Calculation arithmetically correct OR software previously verified and reference to verification checked.

Calculation result within expected limits.

Calculation tolerances stated if significant.

Units used as required by client.

Abbreviations correct.

Appropriate cross-references.

Sketches included and clearly labeled, where required.

Appendices included and referenced, as required.

Considered design reviews, Hazop actions, client input, safety and environmental issues, etc.

Checking Records:

Checked and annotated copy of calculation filed (use "Check Print" stamp).

Corrections made as required and calculation dated and signed on cover sheet by checker.

Revisions:

Changes clouded.

Revision history block updated.

Calculation re-checked if required.

0 30-Dec-99 0 0 0 30-Dec-99

0 30-Dec-99 0 0 0 30-Dec-99

0 30-Dec-99 0 0 0 30-Dec-99

A 2-Apr-07 Issued for Review KC 0 30-Dec-99

Rev Date Description By Checked Approved

Calculation number assigned and registered (refer to project numbering system or Document Numbering System EPP-0040 for format).


Calculation Sheet


Project Title Hydrocarbons PLT - Validations Calc No PN-CAL-0001-A

Calculation Title Puncture Resistance AS2885-2007 Phase/CTR N/A

Elec File Location

Project File Location 0 Page 3 of 4

Rev Date By Checked Rev Date By Checked Rev Date By Checked

A 2-04-07 KC 0 0 30-12-99 0 0 0 30-12-99 0 0

Index

1 Cover Sheet

2 Calculation Checklist

3 Index

4 Calculation

K:\@WPT Achived Go-Byes\A - Calculations\@Calculations checking\Pipelines\Puncture Resistance\[Penetration resistance AS2885-2007.xls]Calculation

document.xls 4 of 10 04/18/2023

Version 3.0

Customer: N/A Project No: N/A

Project Title: TBA Calc No: N/A

File Location: 0 Phase/CTR: N/A

Calclulation Title: Road Crossings AS2885-2007 - Validation Case 1

Page 4 of 4

Input - Design Parameters Input - Pipe Properties

Fluid Type Natural Gas Nominal Diameter DN200

Operating Pressure p 10200 kPa Outside Diameter D 219.1 mm

Installation Temperature 20 Nett Wall Thickness 6.4 mm

Max. or Min. Temperatur 50 Grade API 5L X42

Temp. Derating Factor T N/A SMYS 289 MPa

SMYS of Pipe (derated) 289 MPa

Depth of Burial H 900 mm Bored Diameter 270.1 mm

Design Factor 0.72 Longitudinal Weld Type ERW

Crossing Type Bored Longitudinal Weld Facto E 1

Young's Modulus 200000 MPa

Poisson's Ratio 0.3

Coeff. Thermal Expansio 0.0000117

Input - Soil Properties Input - Highway Properties

Resilient Modulus 34 MPa Single Axle Wheel Load Ps 80.00 kN

Modulus of Soil Reaction E' 3.4 MPa Tandem Axle Wheel Loa Pt 60.00 kN

Soil Density g 18.9 Single Axle Contact Area As 0.100 m2

Tandem Axle Contact Ar At 0.080 m2Pavement Type Flexible - Bitumen

Determine Critical Load Case, Single (A160), or Tandem (M1600), (Refer to Eqn's 5 and 6)Single Axle Contact Area 800 kPa Tandem Axle Contact Ar 750.00 kPaR #VALUE! R #VALUE!L #VALUE! L #VALUE!DLA 0.265 DLA 0.21R x L x (1+DLA) x As x Ps #VALUE! R x L x (1+DLA) x At x Pt #VALUE!Worst Case for Design #VALUE!

Calculate - Circumferential Stress Due to Earth Load

Wall Thickness/Diameter 0.02921 Reference: API RP1102 (1993) 4.7.2.1; Figs 3, 4, 5

Modulus of Soil Reaction E' 3.4 MPa Equations:

Stiffness Factor #VALUE! (fig. 3)

Soil Type A

Depth/Bored Diameter 3.33210

Burial Factor #VALUE! (fig. 4)

Bored Diameter/Diamete 1.23

Excavation Factor #VALUE! (fig. 5)

Soil Density g 18.9

Pipe Outer Diameter D 0.2191 m

Earth Load Stress #VALUE! kPa

T1oC tw

T2oC

Bd

Fd

Es

us

aT per oC

Er

kN/m3

tw/D

KHe

H/Bd

Be

Bd/D

Ee

kN/m3

SHe

SHe=K He´ Be ´ Ee´ g ´ D Eqn 1

Steel Pipelines Crossing Highways to API RP1102

J18

Depth of burial for road: 8000mm

W23

API RP1102 uses 6.5E-6 in/in/deg F which equates to 1.17E-5 mm/mm/deg C.

J27

Use 18.9 kN/m3 if soil density is unknown.


Version 3.0


Calculate - Dynamic Load Allowance (DLA) and Applied Design Surface Pressure (w)

Depth of Burial H 900 mm

Pipe Outer Diameter D 219.1 mm

Pavement Type Flexible - Bitumen

Critical Axle Configurati #VALUE!

Dynamic Load Allow. DLA #VALUE! Reference: AS 2885.1-2007, V4, AS5100.2 section 6

Surface Pressure w #VALUE! kPa

Calculate - Cyclic Circumferential Stress due to Highway Load

Wall Thickness/Diameter 0.02921 Reference: API RP1102 (1993) 4.7.2.2.4.1; Figs 14, 15; Table 2

Resilient Modulus 34 MPa and AS2885.1-2007 Appendix V4

Highway Stiffness Factor #VALUE! (fig. 14) Equations:



Highway Geometry Fact #VALUE! (fig. 15)

Highway Pavement Fact R #VALUE! (table 2

Highway Axle Config. Fa L #VALUE! (table 2)

Dynamic Load Allowanc DLA #VALUE!

Design Surface Pressure w #VALUE! kPa

Cyclic Circum. Stress #VALUE! kPa

Calculate - Cyclic Longitudinal Stress due to Highway Load

Wall Thickness/Diameter 0.02921 Reference: API RP1102 (1993) 4.7.2.2.4.2; Figs 16, 17; Table 2

Resilient Modulus 34 MPa and AS2885.1-2007 Appendix V4

Highway Stiffness Factor #VALUE! (fig. 16) Equations:



Highway Geometry Fact #VALUE! (fig. 17)

Highway Pavement Fact R #VALUE! (table 2

Highway Axle Config. Fa L #VALUE! (table 2

Dynamic Load Allowanc DLA #VALUE!

Design Surface Pressure w #VALUE! kPa

Cyclic Long. Stress #VALUE! kPa

Calculate - Circumferential Stresses due to Internal Pressure

Design Pressure p 10200 kPa Reference: API RP1102 (1993) 4.7.3

Pipe Outer Diameter D 219.1 mm Equations:

Wall Thickness 6.4 mm

Circum. Stress Int. Pr 169495 kPa

tw/D

Er

KHh

GHh

DSHh

tw/D

Er

KLh

GLh

DSLh

tw

SHi

Eqn 5

Eqn 7

ΔS

Lh=K

Lh× G

Lh×R×L× (1+ DLA )× w

Eqn 6

Eqn 7SHi = p(D - tw)

2 . tw

Eqn 5

ΔSHh

=KHh

×GHh

×R×L×(1+DLA )×w


Version 3.0


Calculate - Principal Stresses

Earth Load Stress #VALUE! kPa Reference: API RP1102 (1993) 4.8.1.2

Cyclic Circum. Stress #VALUE! kPa Equations:

Cyclic Long. Stress #VALUE! kPa

Circum. Stress Int. Press 169495 kPa

Young's Modulus 200000000 kPa

Coeff. Thermal Expansio 1.17E-05

Poisson's Ratio 0.3

Installation Temperature 20

Max. or Min. Temperatur 50

Design Pressure p 10200 kPa

Principal Stress 1 #VALUE! kPa

Principal Stress 2 #VALUE! kPa

Principal Stress 3 -10200 kPa

Calculate - Total Effective Stress

Principal Stress 1 #VALUE! kPa Reference: API RP1102 (1993) 4.8.1.3

Principal Stress 2 #VALUE! kPa Equations:

Principal Stress 3 -10200.00 kPa

Total Effective Stress #VALUE! kPa

Results - Stress Results

Total Effective Stress #VALUE! MPa Reference: API RP1102 (1993) 4.8.1.3

SMYS of Pipe (derated) SMYS 289.00 MPa Equation:

Design Factor 0.72

208.08 MPa

#VALUE! (b)

% of SMYS x Ff #VALUE! %

Results - Girth Weld Fatigue Check

Cyclic Long. Stress #VALUE! kPa Reference: API RP1102 (1993) 4.8.2.1.2

Fatigue Endurance Limit 82737.1 kPa Equation:

Design Factor 0.72

#VALUE! (c)

Results - Longitudinal Weld Fatigue Check

Cyclic Circum. Stress #VALUE! kPa Reference: API RP1102 (1993) 4.8.2.2.3; Table 3

Fatigue Endurance Limit 144789.9 kPa Equation:

Longitudinal Weld Type ERW

Design Factor 0.72

#VALUE! (d)

Conclusions

Effective Stress vs SMYS x F #VALUE! (a)

Girth Weld Fatigue Check #VALUE! (b)

Long.Weld Fatigue Check #VALUE! (c)

Design Pass or Fail? #VALUE!

SHe

DSHh

DSLh

SHi

Es

aT per oC

us

T1

T2

S1

S2

S3

S1

S2

S3

Seff

Seff

Fd

SMYS x Ff

Seff £ SMYS x Ff?

DSLh

SFG

Fd

DSLf £ SFG x Fd?

DSHh

SFL

Fd

DSHh £ SFL x Fd?

The following stress and fatigue checks MUST ALL be satisfied for the design to be accepted:

Seff £ SMYS x Fd?

DSLh £ SFG x Fd?

DSHh £ SFL x Fd?

Eqn 9

Eqn 10

Eqn 11

Seff =√0 . 5⋅[(S1−S2 )2+(S2−S3)2+(S3−S1)2]Eqn 12

Eqn 13

Eqn 17

Eqn 20

S1=SHe+ ΔSHh+SHi

S2=ΔSLh−Es αT (T 2−T1 )+νs (SHe+SHi )

S3=−p

Seff ≤SMYS×Fd

ΔSLh≤SFG×Fd

ΔSHh≤SFL×Fd

GHh Curve

Page 7 of 10

D H - 3 H - 2.8 H - 2.4 H - 2.2 H - 1.8 H - 1.4 H - 0.9 to 1.2

50 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!75 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

100 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!125 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!150 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!175 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!200 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!225 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!250 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!275 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!300 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!325 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!350 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!375 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!400 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!425 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!450 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!475 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!500 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!525 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!550 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!575 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!600 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!625 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!650 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!675 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!700 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!725 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!750 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!775 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!800 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!825 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!850 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!875 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!900 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!925 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!950 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!975 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

1000 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!1025 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!1050 3000 2800 2400 2200 1800 1400 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

GHh - 3 GHh - 2.8 GHh - 2.4 GHh - 2.2 GHh - 1.8 GHh - 1.4 GHh - 0.9 to 1.2

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GHh - 3GHh - 1.8GHh - 2.4GHh - 0.9 to 1.2GHh - 2.8GHh - 2.2GHh - 1.4

GHh Curve

Page 8 of 10

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GHh - 3GHh - 1.8GHh - 2.4GHh - 0.9 to 1.2GHh - 2.8GHh - 2.2GHh - 1.4

GLh Curve

Page 9 of 10

D H - 3 H - 2.8 H - 2.4 H - 2.0 H - 1.8 H - 1.6 H - 0.9 to 150 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!75 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

100 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!125 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!150 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!175 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!200 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!225 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!250 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!275 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!300 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!325 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!350 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!375 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!400 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!425 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!450 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!475 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!500 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!525 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!550 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!575 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!600 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!625 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!650 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!675 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!700 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!725 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!750 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!775 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!800 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!825 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!850 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!875 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!900 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!925 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!950 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!975 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

1000 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!1025 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!1050 3000 2800 2400 2000 1800 1600 1000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

GLh - 3 GLh - 2.8 GLh - 2.4 GLh - 2.0 GLh - 1.8 GLh - 1.6 GLh - 0.9 to 1.2

GLh Curve

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GLh - 3GLh - 2.4GLh - 1.8GLh - 0.9 to 1.2GLh - 2.8GLh - 2.0GLh - 1.6

Documents

API1102 to AS2885-2007 Case 1 Validation