23-HA-101. Regeneration Gas Heater. A. Wolters T.-T. Nguyen. T.-T. Nguyen PREPARED CHECKED APPROVED. REVIEW Statoil REV.

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1 of 0 -HA-0 CONTENTS GENERAL DATA REMARKS ELEMENT DATA NOZZLE DATA LAYOUT FLANGE DATA 0 REMARKS.. Revision as marked T.-T. Nguyen A. Wolters T.-T. Nguyen 0.0. Revision as marked A.Wolters T.-T. Nguyen Ehrnsperger 0.0. Released for Inquiry A.Wolters T.-T. Nguyen Ehrnsperger PREPARED CHECKED APPROVED REVIEW Statoil REV. DATE Description DISCIPLINE ENGINEER Title: DISCIPLINE LEADER CONTRACT. REPRESENT COMPANY LINDE AG Engineering Division Linde Project No.: 0AYC Linde Job Code: Statoil ASA Statoil Document Number E0-AB-M-DE-0 Contract No.: 0 Linde Document Number PROJECT NUMBER E0 &AA-M-DE-0 CONTR/ ORIG.CODE DISCIPL. CODE DOCUMENT TYPE CODE SEQUENCE NUMBER AB M DE 0 System/Area No.: REVISION

2 Type acc. to TEMA Orientation MATERIAL GROUP Quantity Shells in Series / in Parallel Inner Diameter Shell Code Heating Surface Overall Length of Tubes Design Pressure (gauge) Design Temperature Test pressure (gauge) Fluid Group acc. to PED Corrosion Allowance Joint Efficiency (longitud. seams) Mean Wall Temperature At Fluid Temp. At Fluid Pressure Density of Liquid Insulation Type Insulation Thickness Tube to Tubesheet Joint Fireproofing for Support Weight Dry ) C GENERAL DATA WEIGHT / VOLUME Weight with Water ) kg Operating Weight ) Tubes Shell Channel m² bar C bar C bar kg/m³ BFU / 0 0AYC E0-AB-M-DE-0 Rev. of 0 EN / PED / TEMA Cl. R kg -HA-0 &AA-M-DE-0 kg Weight of Tubebundle ) kg 00 Volume Shell Side m³ LOW TEMP. CARBON STEEL CARBON STEEL CARBON STEEL DESIGN DATA Shell Side. acc. to Code.0 Class 0 HORIZONTAL. No. of Tubes 000 O.D. of Tubes. Tube Wall Thickness. Tube Pitch Tube Pattern Bundle Diameter (OTL) Baffle Type No. Baffles per Shell Pass Baffle Cut Height from Center Line Diametral Clearance Baffle-Shell No. Support Plates per Baffle Span No. of Passes Surface Preparation Painting / Coating Etractable Bundle Tube Sheet CARBON STEEL 0. Parallel NTIW-Seg.. Bundle-Shell 0. Tube-Baffle 0. Remark. YES 000 Tube Side -0 / / acc. to Code NO.0 Class 0 Remark. Remark. Remark. Remark. Volume Tube Side m³ STRENGTH RANGE (Nominal Yield Strength) MPa MPa MPa MPa Linde technical / Material Criticality (LE internal only) / Refer to protection notice ISO 0

3 ) Approimate values without insulation and attachments. ) For one bolt. Friction coefficient: 0. REMARKS ) No. of U-tubes is half the given figure (Line of page ). The U-tubes shall be bended by an approved company to fullfill the requirements acc. to TEMA RCB-. and LS - regarding tube wall thinning and flattening. Thicker tubes shall be used for the respective tube rows if required by bend calculation under internal and eternal pressure or due to tube wall thinning. All carbon steel U-bends including 0 of straight tube at bends shall be stress relieved. Each individual U-tube shall be hydro-tested at barg to insure leak-free tubes prior to installing into bundle. Process Requirements 0AYC E0-AB-M-DE-0 Rev. of 0. Low Fin Tubes (0, fin/meter) to be used, fin height., fin thickness 0..., Line :. is wall under fins. Mechanical Design. The indicated material grade incl. resulting wall thicknesses and weights are informative only. Manufacturer may optimize and select alternative materials for shell, dished ends, welded attachments, girth flanges and tubesheets within the same material group under consideration of the yield strength limitation as per table "Strength Range (Nominal Yield Strength)" on page lines -. In any defined case, the resulting weights shall be provided with the quotation.. Gasket type for.. Nozzle flanges: Octagonal ring joint gasket. Hardness of flange ring joint groove shall be min. 0 Brinnel points higher than the one of ring joint gasket... Vessel flanges: Conve grooved metal gasket (e.g. Kempchen profile BA, more information on with graphite layer on both sides, thickness: + (0.) =. Groove pitch and depth shall be selected properly for specified layer thickness and shall be shown in gasket drawing. m =. y= 0 N/². Last support plate provided to support U-tube end of the tube bundle shall have a minimum thickness of 0.. All nozzle flanges " shall be in accordance with ASME B.. All nozzle flanges shall be calculated for all indicated design conditions. -HA-0 &AA-M-DE-0 Refer to protection notice ISO 0

4 Line No. page : Insulation type shellside: Insulation type tubeside: REMARKS 0AYC E0-AB-M-DE-0 Rev. of 0 Class "Heat Conservation" Class " Heat Conservation with electric tracing". In accordance with EN 00 class B plate: plate thickness for EURONORM steels, if indicated in this Mechanical Data Sheet, considers a mill tolerance of -0. only.. Tube hole diameters and tolerances in tubesheets shall be Special Close Fit (b) and 00% of all tube holes shall meet the value in column (c) for over tolerance acc. to TEMA table RCB-. M.. Elevation of heat echanger for drag load determination acc. to S-SD-000:. m above paving, to be confirmed later by Linde.. Type and testing of tube-to-tubesheet joints of straight tube heat echangers: W - Strength weld with minimum layers, weld thickness 0. times tube wall thickness, qualification as per ASME BPV IX QW.-QW... G - Gas leak test (bubble test), to be performed before tube epansion and before hydrostatic tests. LE - Light epansion: Tube surfaces shall be in contact with tube hole surface. Light epansion shall only be performed after welding P - Pull out test (criterion: fracture outside tube-to-tubesheet joint) DP - Surface crack inspection of weld using dye penetrant test RT - Radiographic eamination as per LS-0..0 Insulation weight (00 kg) shall be considered in saddle and transport calculations.. For dimension "K" see orientation of nozzles.. Longitudinal baffle shall be welded to shell and tubesheet. -HA-0 &AA-M-DE-0 Refer to protection notice ISO 0

5 Material and Requirements REMARKS 0AYC E0-AB-M-DE-0 Rev.. Pressure retaining mied welds i.e. welds between ferritic CS and austenitic or ferritic stainless steels are not permitted on shellside.. Plates of PNL-NH to be impact tested acc. to valid EN.. Forgings of PQH to be impact tested at 0 C, minimum average value J transverse and J longitudinal.. Boltings of CrMo to be impact tested at -0 C, minimum average value J transverse and 0 J longitudinal. Surface Requirements. Surface preparation iediately before any coating: blasting SA ½. Coating for shellside acc. to E0-AB-R-SF-000 para.: Primer: Thermally sprayed aluminium / Aluminium RAL00 / DFT 00 µm min. Sealer coat: Hempel silicone aluminium 0 / Aluminium RAL00 / DFT µm. Coating for tubeside acc. to E0-AB-R-SF-000 para.: Primer: Thermally sprayed aluminium / Aluminium RAL00 / DFT 00 µm min. Sealer coat: Hempel silicone aluminium 0 / Aluminium RAL00 / DFT µm Miscellaneous. Linde component-type criticality: B. Linde material-related criticality: A &AA-M-DE-0 of 0 -HA-0 Refer to protection notice ISO 0

6 -HA-0 0AYC E0-AB-M-DE-0 Rev. &AA-M-DE-0 of 0 ELEMENT DATA Pos Element Standard / Type Material 0 Tubes EN 0- & Remarks.,. PNL Shell PNH Channel PNH Dished End PNH Dished End PNH Shell Flange B See page 0 PQH Bolts for B DIN 0 L CrMo Nuts DIN 0 NF CrMo Gaskets Ø / 0 Remark...0 / Graphite Stationary Tubesheet A See page 0 PQH 0 Baffle (Transverse) LS - Carbon Steel Full Support Plate Remark. Carbon Steel Support Plate Carbon Steel Longitudinal Baffle PNH Tierods and Spacers LS - Carbon Steel Pass Partition PNH Lifting Lugs LS - PNH Support Saddles LS 0-.T0 PNH Name Plate Brackets PNH 0 Nozzle Flanges Shell Side Facing: RTJ, AARH, Remark.. PQH Nozzle Flanges Tube Side Facing: RTJ, AARH, Remark.. PQH BOLT FASTENING DATA (FOR MAIN FLANGES ONLY) ) BOLT FORCE (kn) TORQUING MOMENT (Nm) ELONGATION () Refer to protection notice ISO 0

7 0 0 0 Project/Plant -HA-0 0AYC E0-AB-M-DE-0 Rev. Doc. No. &AA-M-DE-0 of 0 NOZZLE DATA Name Qty In/Out Related Fluid / Phase NPS Rating Facing Inlet/Outlet Process Stream Description Device Type N0 INLET 0-0 HOT OIL LIQ " 00# RJ N0 OUTLET 0-0 HOT OIL LIQ " 00# RJ N INLET - DRY NATURAL GAS Reg. Gas VAP 0" 00# RJ N0 OUTLET -0 DRY NATURAL GAS Reg. Gas VAP " 00# RJ A0 Drain " 00# RJ with blind flange, gasket, bolts and nuts Remarks Refer to protection notice ISO 0

8 -HA-0 0AYC E0-AB-M-DE-0 Rev. &AA-M-DE-0 of 0 LAYOUT Refer to protection notice ISO 0

9 LAYOUT -HA-0 0AYC E0-AB-M-DE-0 Rev. &AA-M-DE-0 of Refer to protection notice ISO 0

10 FLANGE DATA 0AYC E0-AB-M-DE-0 Rev. 0 of 0 -HA-0 &AA-M-DE-0 Item DA DI DL DS DR M DF H H T R f f, L No. Bolt D B 0 00 M A 0 0 M Refer to protection notice ISO 0