Page No:
KUWAIT OIL COMPANY (K.S.C.)
1 of 10
A Subsidiary of Kuwait Petroleum Corporation
2/3/2015
Date: KOC Contract No:
Project Title
NEW GATHERING CENTRE, - ,
14050474 KOC Project No:
---
50474 Facility No.:
Rev.
Contr.Doc No:
EF1903 Contr.Job No:
Rev.
Company Doc No:
C
050474-3108-DE10-DAT-0043 Document Title:
KOC Doc No:(Provided at end of project)
Mechanical Data Sheet for Wet Crude Storage Tank Equipment Description:
---
-
Equipment Tag No
531-D-002
Wet Crude Storage Tank
GC-31
Rev.
KUWAIT OIL COMPANY (K.S.C) A. Approved/Reviewed Approved/Reviewed
Approved/reviewed as Noted B. Approved/reviewed Incorporate and Resubmit C. Rejected-Resubmit D. Information Reviewed
Approval by company related to the works shall in no way relieve the Contractor from its obligation to comply with the requirements of the Contract.
By
Date
DOCUMENT TITLE
Mechanical Data Sheet for Wet Crude Storage Tank EQUIPMENT TAG NO.
531-D-002
Contr.logo
Contr. Name/Address
Dodsal Engineering & Construction Pte Ltd. P.O.Box 8034, DNI Building, Sheikh Zayed Road, Dubai, UAE
C
Issued for Client Approval
SS
MB
NBR
2/3/2015
B
Re-issued as per API 650, Appendix-L format and for Client Comments
SS
MB
NBR
19/11/2014
A
Issued for Client Comments.
ASK
MB
NBR
28/09/2014
Prepared
Checked
Approved
Date
Rev.
Description
2 of 10
Page No:
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
2/3/2015
Date:
Equipment Ta
531-D-002
Rev.
Contr.Doc No:
050474-3108-DE10-DAT-0043
C
* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. for all lines, see Appendix L for line-by-line instruction
GENERAL
Special Documentation Package Requiements:
Measurement Units to be Used in API Std 650: 1 Manufacture
SI X _
TBD
Address
_
NA
US Customary
Contract No.
_
TBD
TBD _
Mfg. Serial No.
Year Built
TBD
2 Purchaser:
Edition & Addendum to API 650 12th. Edition March 2013, ERRATA July 2013
TBD
Dodsal Engineering & Construction Pte Ltd
Address
Contract No.: 50474
P.O.Box 8034, DNI Building, Sheikh Zayed Road, UAE
Tank Designation:
Quantity: 1 No.
Wet Crude Storage Tank
3 Owner/Operator
Location: North Kuwait
Kuwait Oil Company (K.S.C.)
4 Size Limitations
Tank Diameter: 45,425mm ID
45,425mm ID
Capacity: Maximum: 18,553 mᶟ
Nominal
Shell Height: 13,000 mm (Note-09)
Criteria
116,692 API BARRELS (Note-5)
5 Products Stored: Liquid:
Max. S.G.:
LP Wet Crude
Blanketing Gas
Suppl. Spec.:
NA
Other Special Service Conditions?
bara at max. Operating Temp.
H₂ S Service? Yes X No
NA
Yes X No
DESIGN AND TESTING
Suppl. Spec.:
A
93
˚C
B X E X F X G
Design Metal Temp.
-3
55 ˚C
Suppl. Spec. NACE MR0175 / ISO 15156
HIC (NACE TM0284)
Yes X
Purchaser to review Design Prior to Ordering Material?
6 Applicable API Standard 650 Appendices: 7 Max. Design. Temp.
21 ˚C
Vapor Pressure:
Yes
% Aromatic:
at
1.173
I X
H
L X M
J
No
O X P X S
T X U
V X W
Design Liquid Level 12,200 mm
˚C
Design Pressure: 254 mm WG(10 inWG)+liquid static head Ext. Pressure -38 mmWG (-1.5inWG) Max.Fill rate 2660 m³/hr(401600 BPD) Max.Emptying Rate 2660 m3/hr(401600 BPD)
Flotation Considerations? 8 Seismic Design?
Yes
No X
Yes X No
MBE Site Class
Flot. Suppl. Spec:
Appendix E
Basis of Lateral Acceleration (Select one): Yes X No
Alternate Seismic Criteria: Yes
No
;
C
NA _
One (I)
Seismic Use Group
Vertical Ground Motion Accelerator AV:
X Mapped Seismic Parameters? Ss 0.598g S1 0.239g S0
;
Site-Specific Procedures: MCE
Other (Non-ASCE) Methods Per UBC, Vol.2:
X Freeboard Required for SUG I Design Roof Tie Rods @ Outer Ring?*
9
Applied Supplemental Load Spec.
NA
Vertical Seismic Design?
"D"
Design Required?
X
C
Yes X
No
Wind Velocity for non-U.S. sites, 50-yr. wind speed (3-sec. Gust)* 45m/s [However, Vendor's Wind design calculations shall be based on API:650,12th.Edition, Para: 5.2.1 (k)]
Top Wind Girder Style
Dimensions
TBD
Intermediate Wind Girders?
Yes
Check Buckling in Corroded Cond.? 10 Shell Design: 1-Ft Mthd? Yes Plate Stacking Criteria
No
TBD
Use Top Wind Girder as Walkway?
Intermediate Wind Girder Style TBD
Dimensions
Yes
No X
TBD
Yes X No
X No
Variable-Des-Pt Mthd? Yes
Centreline-Stacked?
Yes X No
No X Alternate
Elastic Anal. Mthd? Yes
Flush-Stacked?
Yes
No X
No X
Inside
Alternate
Outside
Plate Widths (Shell c ourse heights) and Thicknesses * Numbers below Indicate Course Number. (Later) 1.
Joint Efficiency
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
As per Spec./Code
(TBD- To Be Determined or Later)
% Shell-to-Bottom Weld Type As per Spec./Code
_ _
Shell-to-Bottom Weld Insp. Mthd WFMT C
3 of 10
Page No:
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
2/3/2015
Date:
Equipment Tag
531-D-002
Rev.
Contr.Doc No:
050474-3108-DE10-DAT-0043
C
* If box is blank, Manufacturer shall determine and submit as per Appendix L.
11 Fixed Roofs:
Open Top?
Fixed Roof Type
No X
(Note-23)
Roof Support Columns:
Cone
1:6
Cone Slope
Yes
TBD
Or Structural Shape
Pipe
NA
Dome or Umbrella Radius
C
Double Lap
Weld Joints
(Lap, Butt, Other) Seal Weld Underside of: Gas-tight?
Lap Joints?
Yes X
Thickness
No
Seal Weld Underside of Wind Girder Joints?
Joint Efficiency* In Snow Load
Later
Normal Venting Devices
Yes X No %
App. Suppl. Load Spec.
NA
Emergency Venting Devices
NA
Yes X
Style
TBD
Slope 1 : 120
Apex Up
Provide Drip ring?
Yes X No
Alternate Spec.
Provide Annular ring?
Yes X No
Annular Ring: Minimum Radial Width
13 Foundation: Furnished by
Others
Type
Later
Soil Allow: Bearing Pressure
Foundation Design Loads: Base Shear Force: Wind TBD
Ring Forces: Weight of Shell + Roof New Partial Vacuum
Bottom Forces: Floor Wt. New
Partial Vacuum
Wind
TBD
Corroded
TBD
TBD
Product Wt.
Other Foundation Loads
TBD
14 Responsibility for Heating Water, if Required:
Roof Live Load
Seismic
TBD
TBD
C
TBD
Seismic TBD
TBD
TBD
Internal Pressure
TBD Water Wt.
TBD
TBD
Internal Pressure
Min. Projection of Fdn. Above Grade:
TBD
Purchaser
NA
Hydro-Test Fill Height* Per API:650,Para:7.3.5
_
TBD
Qty.
Overturning Moment: Wind
TBD
TBD
Corroded
TBD
C
Outward
LAP
Thickness
TBD
Anchors: Size
Seismic
TBD
Inward
Weld Joint Type
No X
Yes
Concrete Ring Wall ( Refer: EF1903-531-DD1-STD-0012.001 & KOC-C-026 ) Later
Per Spec.
NA
Weld Rafters to Roof Plates?
No
Radial Projection of Horizontal Component of Top Angle
Deatail 'I' of Fig.F2
12 Bottom: Thickness
Column Lateral Load
NA
As Per Spec./ Code
For Non-Frangible Roofs: Seal Weld Roof Plates to Top Angle on the Inside?
Roof-to-Shell Detail
Yes X No
TBD _
TBD
Manufacturer
Settlement Measurements Required? Yes X No
Extended Duration of Hydro-Test: Per API:650
Predicted Settlement Profile is Attached Responsibility for Setting Water Quality:
Purchaser
Test Water Source & Disposal Tie-In Locations:
Manufacturer
Hydro-Test Appendix J Tank?
KOC-G-011
Post-Pressure-Test Activities Required of the Manufacturer:
X Supplemental Test W ater Quality Spec. KOC-G-011
Broom Clean
Yes
Potable Water Rinse
No Dry Interior
Other 15 Inspection by
AL / DODSAL / Company
Supplemental NDE Responsibility
AL / DODSAL / Company
in Shop;
Weld Hardness Testing -By Tank Manufacturer
Supplemental NDE Spec.
in Field KOC-MV-007
(Purch., Mfg., Other)
Positive Material Identification?
Yes X
Max. Plate Thickness for Shearing:
No
PMI Requirements: As per Specification
TBD
Must Welds not exceeding 6 mm (1/4 in.) Be Multi-Pass?
Leak Test Mthd: Roof As per Spec./Code Bottom Vacuum Box
Shell
Yes
Water Test .
Floating Roof Components*
Shell Noz./Manhole Reinf. Plt
- Allowable Roundness:**
No
Yes
X
Measure and Record at a Minimum of
the Following Shell Heights: (select one box):
Yes X No
Air Test.
C
NA
Modify or Waive API Dimensional Tolerances (see 7.5)? - Allowable Plumbness:
Must Welds greater than 6 mm (1/4 in.) Be Multi-Pass?
No
Specify:
Locations or Every
1/3 H, 2/3 H and H
m (ft) around the Tank, at
Top of Each Shell Course
Measure Radius and Record at a Minimum of
Locations or Every
Other: m (ft)
around the Tank, at the Following Shell Heights (select one box): Top of Tank, H
1/3 H, 2/3 H and H
Top of Each Shell Course
**See Data Sheet Instructions for the Maximum Allowable Additional Radial Tolerance.
Other:
Page N
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Date:
Document Title
2/3/2015 531-D-002
Equipment Ta Contr.Doc No:
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
4 of 10
50474-3108-DE10-DAT-0043
Rev.
C
16 Coatings: Internal Coatings by: Tank Manufacturer ( See Note: 2 & 7 on Page:10) External Coating by:
Per Spec. KOC-P-002 Part 2
C
(Not Req'd., Others, Tank Mfg.) Per Spec. KOC-P-001(App.2 & 3, System A1-1)
Tank Manufacturer
C
(Not Req'd., Others, Tank Mfg.) Under-Bottom Coating by: Tank Manufacturer (Note-11)
Per Spec. KOC-P-002 Part 2
C
(Not Req'd., Others, Tank Mfg.) 17 Cathodic Protection System?
Yes X
No
As per Spec. KOC-L-018 ,KOC-L-026 & EF1903-531-DFO-SCH-
18 Leak Detection System
Yes X
No
As per Spec./ Code
19 Release Prevention Barrier?
Yes X
No
As per Spec./ Code
20 Tank Measurement System: Required?
Yes
No
Remote Capability Required?
By:
X
Per Spec.
CONTRACTOR
21 Weight of Tank: Full of W ater
TBD
Empty
TBD
Shipping
Yes X
C
No
As per Spec. / Code TBD
Brace/Lift Spec.
NA
_
22 References: API Std 650, Appendix L _ 23 Tank Venting Data:
C
Max. Inbreathing rate
=
9522 (8.53)
Nm3/hr (MMSC D)
C
Max. Outbreathing rate
=
36255 (32.5)
Nm3/hr (MMSC D)
C
Emergency Relief
=
7236 (6.5)
Nm3/hr (MMSC D)
C
Max. Relieving temperature
=
100
°C
C
24 Set Pressure of PVRV is 250mm WG pressure and 25mm WG Vacuum.
C
5 of 10
Page No:
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
2/3/2015
Date
Equipment Tag
531-D-002
Rev.
Contr.Doc No:
050474-3108-DE10-DAT-0043
C
* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. For all lines, see Appendix L for line-by-line instruction. Table 1 MATERIALS OF CONSTRUCTION Component
Material /Thickness
C.A.
Component
Shell, Course
to
A-516 Gr.60N / Later
1.6mm Reinforcing Pads
Shell, Course
to
A-516 Gr.60N / Later
1.6mm Manhole/Nozzle Necks
Shell, Course
to
A-516 Gr.60N / Later
1.6mm Manhole/Cover / Nozzle Flanges
Shell, Course
to
A-516 Gr.60N / Later
1.6mm Cleanout Door Covers
Lowest Shell Course upto 600mm from Bottom
Material
C.A.
A-516 Gr.60N (Shell) / A-283 Gr.C (Roof) A-516 Gr.60N (Shell) / A-283 Gr.C (Roof)/ A 106 Gr.B (Normalized) A-516 Gr.60N (Shell) / A-283 Gr.C (Roof)/ A 105 (Normalized)
1.6mm
A-516 Gr.60N
1.6mm 1.6mm
1.6mm 1.6mm
A-516 Gr.60N + FGR Lining / Later
1.6mm Anchor Attachments
A-516 Gr.60N
Roof
A-283 Gr.C / Later
1.6mm All internal piping / Fittings
A 106 Gr.B / A 234 Gr.WPB
Bottom
A-516 Gr.60N / Later
3 mm
Wetted Structurals
Same as shell
1.6mm+
A-516 Gr.60N / Later
3 mm
Non-wetted Structurals
Carbon steel and Lining / By Manufacturer
1.6mm+
Annular Ring Gasket
N/A
Compressed Non-Asbestos Fibre (ARAMID / GLASS FIBRE)
Note: All Carbon steel material for internal wetted service shall be in accordance with NACE MR0175 / IS 15156.
X
+ Check here if C.A. is to apply to each exposed surface
Table 2 BOLTS and ANCHORS Component
Head Type*
Bolt or Anchor Material*
Nut Material*
Thread Series*
C.A.
Flange Bolting
TBD
SA 193 Gr.B7
SA 194 Gr.2H
As per Spec.
1.6mm+ +
Structural Bolting
TBD
SA 193 Gr.B7
SA 194 Gr.2H
As per Spec.
1.6mm+ +
Anchor Bolts
TBD
SA 193 Gr.B7
SA 194 Gr.2H
As per Spec.
1.6mm+ +
Internal Bolting
TBD
SA 193 Gr.B8MA CL.1A
SA 194 Gr. 8MA
As per Spec.
1.6mm+ +
C
++ Total C.A., on the nominal diameter. - Anchor Bolts shall be Galvanized Table 3 NOZZLE and MANHOLE SCHEDULE* (for Fixed Roof, Shell, and Bottom)
Mark
Service
Size, NPS, or Dia. (in.)
Neck Sch or Wall Thick.
Reinf. Plate Dimensions
Full Pen. On Open. (Y/N)
Flange Type
Flange Std./ Rating
Gasket Bearing Surf. Dimen. and Finish
Gasket Gasket Mat'l Thick. and Descript. and Dimen.
Proj. to FF or CL or from Datum Lines
SHELL / BOTTOM M1 A/B/C
Shell Manway
24
M3 A/B/C
Cleanout Doors
36X48
N1
36
WNRF
ASME B16.47(A) / 150#
24
SORF
ASME B16.5 / 150#
C
30
WNRF
ASME B16.47(A) / 150#
C
N6 A-C
Wet Crude Intlet et ru e utet (with ID cruciform collector) uen a er Outlet (with vortex breaker) Drain
SORF
ASME B16.5 / 150#
N7 A-D
Foam Pourer
4*
SORF
ASME B16.5 / 150#
N9 A-E
Sample Connection
2
SORF
ASME B16.5 / 150#
N10 A/B/C
Utility Connection
3
SORF
ASME B16.5 / 150#
Spare
8
SORF
ASME B16.5 / 150#
12
SORF
ASME B16.5 / 150#
C
14
SORF
ASME B16.5 / 150#
C
N3
N5
N14 N16 N20
et ru e ump out (with vortex breaker) u ure qu ee inlet
6
API 650 API 650
As per API 650
As per API 650
SHELL INSTRUMENT CONNECTIONS J1 A/B
LDIT / LDALL
2
SORF
ASME B16.5 / 300#
J2 A/B
LIT / LALL
2
SORF
ASME B16.5 / 300#
J3 A-F
LIT / LAHH
2
SORF
ASME B16.5 / 300#
J4 A-H
LIT / LIC
2
SORF
ASME B16.5 / 300#
J5 A/B
LDIT / LDIC
2
SORF
ASME B16.5 / 300#
J6 A-D
LDG
2
SORF
ASME B16.5 / 300#
J7A-C
TW/ TG
2
SORF
ASME B16.5 / 300#
J10 A/B
LDIT / LDAH
2
SORF
ASME B16.5 / 300#
As per API 650
As per API 650
J11 A-N
LG
2
SORF
ASME B16.5 / 300#
J12
TW / TG / TI
2
SORF
ASME B16.5 / 300#
J13 A/B
LALL
2
SORF
ASME B16.5 / 300#
M2 A/B
Roof Manway
24
N2
Vapour Inlet Feed
30
WNRF
ASME B16.47(A) / 150#
N4
Vapour Outlet
24
SORF
ASME B16.5 / 150#
N8 A/B
Dip Pipe
6
SORF
ASME B16.5 / 150#
N11
Vent
6
SORF
ASME B16.5 / 150#
N12 A-D
Pressure Relief / Vacuum Breaker
12 *
SORF
ASME B16.5 / 150#
N15
Blanket Gas
10
SORF
ASME B16.5 / 150#
N19
Spare
3
SORF
ASME B16.5 / 150#
FIXED ROOF API 650
As per API 650
As per API 650
ROOF INSTRUMENTS J8 A/B
PI T/ PG
2
J9 A/B
PI T/ PG
2
* Quantity and sizing to be under 'HOLD'
As per API 650
As per API 650
SORF
ASME B16.5 / 300#
SORF
ASME B16.5 / 300#
C
C
6 of 10
Page N
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
2/3/2015
Date:
Document Title
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
531-D-002
Rev.
050474-3108-DE10-DAT-0043
C
Equipment Ta
Contr.Doc
No:
* If box is blank, Manufacturer shall determine and submit as per Appendix L. OTHER TANK APPURTENANCES
24 Platform, Stairway, and Railing: Galvanizing Req'd?
Yes X
No
Stairway Style
Access to the tanks to be provided by others. Stair and Walkway Clear Width
Architectural/Structural Specification
25 Jacket Required?*
No
27 Insulation: Required?
_
Per Specs*
NA
Size*
Thickness*
No X
NA
No X
Yes
N/A
NA
Yes
Per Spec.
Other Heaters/Coolers Required?*
Supplemental Jacket, Heater, or Cooler Specificatio ns* Quantity
TBD
Qty. Req'd
No X
Yes
26 Mixer/Agitator:
Later
As per Spec. (KOC-C-002)
Yes X
Gauger's Platform Req'd?
TBD
(Straight or Helical)
National Safety Standards
1000mm (min.)
Walk Surf. Type
Helical
Per Spec.* NA
_
NA
Material*
NA
R sponsibility for Insulation and I nstallation:
_
NA
(Purchaser, Manufacturer, Others) 28 Structural Attachments: Lift Lugs?* Shell Anchorage?
No X
Yes Yes X
29 Various Other Items: Welded Flush-Type:
No
Description Type
Shell Connec ion X
LUGS
Cleanou t
Fitting X
_
NA
Scaffold Cable Support?
Yes
Waive Application of Appendix P?
No Yes
TBA
No X
Miscellany #1
Miscellany #2
_
Miscellany #3
Miscellany #4
_
Miscellany #5
Miscellany #6
_
Tabl 4 OTHER TAN
Mark
Quantity
Service or Description
Size
Orientation
APPURTENANCES*
Height from Datum
Material
Remarks
Ladder
TBD
PVRV
TBD
Foam Pourer
TBD
7 of 10
Page No:
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
531-D-002
Rev.
050474-3108-DE10-DAT-0043
C
Equipment Tag No
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
2/3/2015
Date:
Contr.Doc No:
* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. For all lines, see Appendix L for li ne-by-line instructions.
FLOATING ROOF DATA 30 Floating Roof Selection
Design Basis:
Type of Roof:
Appendix C
Or Appendix H
(External or Internal):
Single Deck Pontoon*
(Internal Only):
Double Deck*
Tubular Pontoon*
Metallic Sandwich Panel*
Other
Supplemental Spec.:
31 Seals
Primary Seal:
Shoe
Envelope
Shoe Mechanism:
Mfg. Std.
Wiper/Compression Plate
Other
Other Yes
Electrically Isolate Mechanism from Shoes? Minimum Shoe Thickness*
No
Wax Scrapers Required?
Carbon Steel Shoes to be Galvanized?
Secondary Seal:
Supplemental Spec.:
Shoe
Envelope
Wiper
None
Overflow Openings in Shell Acceptable?
Yes
No
Roof-Drain Check Valves Required?
Yes
No
Yes
Yes
No
No
Other
Supplemental Spec.:
32 Data for All Floating Roofs:
Freeze Protection for Roof Drains Required?
No
Mfg. Std.
Foam Dam?
Supplemental Spec.:
No
Yes
No
Roof-Drain Isolation Valves Required
Yes
Roof-Drain Piping to External Nozzles: Yes
Shell Extension?
Yes
No
Supplemental Requirements:
Armored Flexible Pipe
Swivels in Rigid Pipe
Other
Minimum Deck Thickness* Bulkhead Top Edges to be Liquid-Tight?
Yes
Electrical Bonding: Shunts:
Yes
No
No
Cables:
Qty. of Non-Guide-Pole Gauge Wells Required Guide Pole for Gauging?
Yes
Seal-Weld Underside of Roof?
No
Slots in Guide Pole? Yes
Sliding Cover
Qty. of Roof Manholes*
Supplemental Spec.:
No
Pole Wiper
Datum Plates? Yes
Pole Sleeve
No
Float
Striking Plates? Yes
Float Wiper
Minimum High-Roof Clearance Above Bottom:
Removable Leg Storage Racks?
Yes
No
Leg Sleeves
or Fixed Low Legs
33 Additional Data for External Floating Roofs:
Weather Shield?
Yes
Rolling Ladder Required? Design Rainfall Intensity
No
Supplemental Spec.:
Yes
No
in./hr. (mm/hr)
Field Adjustable Legs?
Based on a
Design Accumulated 24-Hour Rainfall
in.
Distortion and Stability Determinations Required? Landed Live Load*
No
Qty. of Sample Hatches Required
No
Guide Pole Emissions-Limiting Devices:
Yes
Yes
_
No
Minute Duration Associated with the Based on the
Yes
Yes
No
Storm Supplemental Specification
Storm
No
Pole Cap
8 of 10
Page No:
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
Mechanical Data Sheet for Wet Crude Storage Tank
GC-31
2/3/2015
Date:
Equipment Tag
531-D-002
Rev.
Contr.Doc No:
050474-3108-DE10-DAT-0043
C
* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. For all lines, see Appendix L for lin e-by-line instructions.
34 Additional Data for Internal Floating Roofs: Two-Position Legs?
Yes
No
Cable-Supported Roof?
Internal Roof Drain Required?
Yes
Corrosion Gauge Required?
Yes
Modified Minimum Point Load?
Mfr. To Leak Test*
No No
Yes
Flotation Test Media:
No
Yes
No
Omit Distribution Pads Supporting Uniform Live Loads? es
No
Fixed-Roof Insp. Hatches Required?
Product
No
in Erected Position
at Completion of Roof
Fill Height:
Flotation Test Items Provided by Purchaser (see H.6.7):
Not Required
Potable
(see H.6.6.1)
Duration
Unknown; see separate contract terms
at a Later Date
Water Quality: Flotation Test:
Type of Roof Vent:*
Supplemental Specification in Assembly Yard
w/ Tank Hydro
Water
No
Fixed Ladder Required? Yes
% of Compartments
Roof Erector's Flotation Test:
Yes
Other
See Supplemental Spec.
_ None
Responsible Party for Inspecting Roof During Initial Fill:
List Attached
Purchaser
Other
Table 5 FLOATING ROOF MATERIALS Component
Material*/Thickness* C.A./Coating*
Component
Deck Plate
Datum Plate
Inner Rim Plate
Tubular Pontoon
Outer Rim Plate
Pontoon Bulkhead
Foam Dam
Submerged Pipe
Sandwich Panel Face Plate
Guide Pole
Sandwich Panel Core
Secondary Seal
Gauge Well
Secondary Seal Fabric
Drain Sumps
Wiper Tip
Opening Sleeves
Wax Scraper
Floating Suction Lines
Weather Seal
Primary Fabric Seal
Envelope Fabric
Foam Log Core
Shoe Mechanisms
Landing Legs
Primary Seal Shoe
Landing Leg Bottom Pads
Removable Covers
Manhole Necks
Rolling Ladder
Vents
Inlet Diffusers
Material*/Thickness* C.A./Coating*
F a c il it y
S *
N
k F
e M2 A/B
N8 A/B
J8 A/B
N12 A-D
N15
DRIP PAN C /W 2" NOZZLE
FULL PERIPHERAL HANDRAIL
N4
CYLINDRICAL GAS DOME 2000 Ø x 1800 H
N20
N2
tc
NON-SLIP BAR TREADS FOR ROOF ACCESS AWAY FROM TANK RIM
G
:
o
C x e
-3 s
1 m a rk
VERTICAL LADDER & PLATFORM (FOR SAFETY & INSTRUMENT ACCESS) e d w it h * , if
6
D
b o
la
1
c u
n
m
k ,
M S
h
e
M
n
e t
fr
TOP OF SHELL
T
c .
it le
h
a a
n ll
ic d
WIND STIFFENER HLL
N7 A-D
e
CONICAL ROOF WITH
J3 A-F
l
EL+ 5500 16 N
N9 A-E
J 11 A-N J 13 A/B
e e
N3
120 SUMP TO FIG 5.21 API650
t
M3 A/B/C
M1 A/B/C
e tr
A
ru o
p
le
e
N
d u
n
m
e d ix
Y C
S
(K o
L
to
8
rp
. F
ra
2
ra
g r
ti
a
e o
ll
n
T li
m
n
a e
n s
0
k ,
0 3
s e e
.S o
o 4
.C .)
A p p e n d ix
N1 L
N
li
C
E
D
P
tr
ip :
e
q
o
n
o n m e o
in
t T a
e in
0
/3
9 1 0
o
c
7
0 5
tr
TOP OF BASE EL 0.00
2 /2
s
0 u
5 4 4
o
-3 n s
1 0
5 E -0
.
3 8 1 -D -D 1 0 0 2
45425 mm (149'-0") INSIDE DIAMETER
A
-D T -0 0 4 3 C
N
n c
N19
g te
.D
-l
a a
u
:
-b
e y
3- EARTHING LUGS EQUI-SPACED
P
C p
ti
ICCP ANODES EQUI -SPACED OVER BASEPLATE
M P
A
1 120 CONE UP BASE REQUIRED
it
r
r
EL+800
a
e
N14
INTERNAL PIPEWORK SUPPORTS
O
W
fo
1
w
e
0
C u
p
1
VORTEX BREAKER TYPICAL
K
r
N10 A-C EL+3000
N6 A-C
f
fo it
m
J 4AH N5
o
m
J10 A/B
IL
t b s
DISTRIBUTOR ACROSS FULL CROSS SECTIONAL AREA OF TANK
O ry
u
(
EL+725
ia
s
'-
IT id
h
J5 A/B
J1 A/B
s
d
")
A b
S n
N21 INTERFACE HHILL +4800 mm (15'-9") HILL +4300 mm (14' -1") NILL +3300 mm (10' -10") LILL +2300 mm (7'-7") LLILL +1800 mm (5'-11")
u
a
EL+5100 J6 A-D
S
ta
a
FULL DIAMETER COLLECTOR
W
a e
J12
COLLECTION HEADER
A
in
EL+7880
J2
U
D rm
J7 A-C
SUPPORT STRUCTURE
K
a te
+11110 mm (36'-5")
A/B
:
b
N11 SPIRAL STAIRWAY
.
r
h
J9 A/B
o
o
.
v
e
R
1
f
Page No:
10 of 10
Date:
2/3/2015
KUWAIT OIL COMPANY (K.S.C.) A Subsidiary of Kuwait Petroleum Corporation Facility No. :
Document Title
GC-31
Mechanical Data Sheet for Wet Crude Storage Tank
531-D-002
Rev.
050474-3108-DE10-DAT-0043
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Equipment Tag No Contr.Doc No:
* For boxes marked with *, if blank, Mfr. Shall determine and submit as per Appendix L. For all lines, see Appendix L for li ne-by-line instructions.
NOTES:
1.)
Design, construction, material, Inspection and testing of the tank shall be in accordance with API 650 12th Edition March 2013,ERRATA july 2013 and project specification KOC-MV-007 Rev. 1. 'Field Erected Storage Tanks"
2.)
Internal Lining - Entire tank floor bottom + 0.6 metres of the lower internal shell shall be lined with fibreglass (FGRL), internal shell 0.6 u p to 5 m shall be lined with Glass Flake (GF) and the remainder of the internal shell shall be lined with Phenolic Epoxy (PE/HBE). The internal roof plate & truss shall be coated with Phenolic Epoxy (PE) in accordance with the requirements of KOC-P-002 Part 2, Table I. All nozzle & internal piping shall be coated as per KOC-P-002 Part 2 (table 1-page 7 of 43). Internal piping shall be coated for external & Internal surface.
3.)
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Wet Crude Storage Tank shall be designed to achieve efficient oil / water separation. The design of the internal wet crude distribution pipe and water/ oil outlet colletion headers shall maximise the efficiency of the separation process.
4.)
LP Fuel Gas contains 1,000 ppm of H2S (by vol.) and 20,000 ppm of CO2 (by vol.). Process fluids also contains H2S. Materials to be in accordance with NACE MRO175 / ISO 15156, suitable for 6.9 mol% H2S in the gas phase, 0.1 mol% H2S in the liquid phase, pH 4.1
5.)
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Maximum Tank Capacity 116,692 BBLS is measured from Base of Tank to HHLL. The net working capacity between HHLL and LLILL is for the sum of 3 hours water flow,6 hours oil flow(disengagement zone), 3 hours oil flow plus 1 hour of oil Ullage plus 10% margin. Total oil flow rate plus recycle is 155,600 BOPD and total water flow rate is 246000 BWPD.
6.)
Total inbreathing rate is calculated considering vacuum relief due to: Liquid pump out + Thermal inbreathing. Total out breathing rate is calculated considering pressure relief due to: Liquid pump in + Thermal out breathing + Blanketing Gas PCV failure case. [Refer. API 2000]
7.)
High Build Phenolic Epoxy (HBE) shall be used instead of Coal Tar Epoxy for internal paint system to KOC -P-002 PT 2.
8.)
Roof to shell joint shall be as per Detail “i” of API 650, Fig. F -2
9.)
Underside of roof truss shall be above HHLL. Tank shell height shall be increased to suit the depth of roof truss and to accommodate the “Freeboard Allowance” calculated in accordance with para E.7.2 of API 650 in order to permit “sloshing” requirements as requi red for seismic design in accordance with Appendix ‘E’ of API 650
10.) N20 is an Inlet liquid feed nozzle for future use and is anticipated to be located at an elevation of 5100 mm above tank bottom. Future inlet feed
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distributor at N20 is not required to be supplied with the tank but provision is to be made for its support 11.) The tank bottom underside (soil side) shall be blast cleaned & coated with minimum of 350 microns thickness High Build Epoxy 12.) Small bore nozzles lesser than or equal to 2” NB which require internal lining shall be supplied in solid Inconel 625. 13.) Wind load shall be calculated with 45m/sec c orresponding to 3 sec gust at 10m height above ground and the applicable design code shall be ASCE 7-05 or BS CP 3 chapter V. 14.) Vendor shall supply all internals such as Dip pipe, vortex breaker and pipe supports. 15.) Nozzle standout must project beyond the platform to provided access between top of platform grating and back of nozzle flange. Space must provide adequate clearance for tightening flange bolting. 16.) Nozzle load shall be considered for the nozzles as per the cl. 8.13 of KOC specification KOC-MV-007 Rev. 1. 17.) Deleted
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18.) Internal coating of fixed roof crude tanks on exclusively dry service is required pyrophoric scaling 19.) All plates in excess of 19mm thickness for shell, annular ring, nozzle and manway neck, anchors and reinforcement shall be suject to impact testing (Refer. KOC-MV-007 Cl.7.7) 20.) Parameters used here is taken from Winter Design Case HMBD. For maximum temperature, summer design case is considered. 21.) Normal Residence time is from (NLL to Bottom nozzle) is 3.6 hrs for Wet Service, 11.2 hrs for Dry Service and 4 hrs for Efflu ent Water service. Surge time is from NLL to HLL is 3.1 hrs for Wet Service, 11 hrs for Dry Service and 1.5 hrs for EW service. 22.) Performance Guarantee : Water in Oil - max 10% vol/vol; Oil in W ater - max 20ppm vol. The design of the internal wet crude distribution pipe and water / Oil outlet collection headers shall maximise the efficiency of the separation process. 23.) Minimum roof live load 25 lb/ft2; Roof Air Test pressure 318 mm WG
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