Ke 039412

Saudi Aramco 2821 ENG (12/2001)O

PRN

S

YEAR

REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:

This is the Structural Minimum Thickness (i.e., for Mechanical Strength). This Tm (Structural) is listed if GREATER than Tm (PressureRefer to SAES-L-003

JO / EWOEDSD/2616-1002.XLS

33

30

28

29

23

24

SISRATAWI PLATFORM

REV. NO.PLANT NO.

(CONTACT OPERATIONS ENGINEERING BEFORE EXCEEDING THE ABOVE LIMITS)

(1)

0.060

0.126

IN

IN

0.066 IN

F 66 C

PSI473 3258 Kpa

tm (Presure)

Required Corrosion Allowance

tm (Structural)

273 PSI

LIMITED BY CL. 150 VALVE AND FLANGE

PSI450 3103 Kpa

WPB

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SAFETY VALVE SET PRESSURE

CL. 150 FLANGE AND VALVE

Kpa1879

150

SCH. 40

ASTM A234

A350

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150

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PSIG

1.00

20,000 PSIG PSIG PSIG

API 5L

0.280 IN.

6.625 IN.

EQ

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Seamless

MATERIAL SPECIFICATION

MATERIAL GRADE

PIP

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S

MATERIAL GRADE

ALLOWABLE STRESS

WELDED/SMLS

WELD JOINT EFFICIENCY

NOMINAL PIPE SIZE

PIPE OUTSIDE DIAMETER

NOMINAL WALL THICKNESS


25

26

20

21

DESIGN PRESSURE

DESIGN TEMPERATURE

LIMITED BY

TEST PRESSURE NEW

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27

22

15

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MATERIAL GRADE

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16

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KA-039369 Sht.001, KD-039367

4

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2 START 154A-6"

3 1000-T-1001

B31.3 19995

SERVICE

PIPING CODE/ YEAR

P&ID's OR LINE DESIGNATION TABLE

17

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001SAUDI ARABIA 014/13

DRAWING NO.

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CLOSED DRAIN SUMP SYSTEMSAFETY INSTRUCTION SHEET

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1 MAXIMUM ALLOWABLE OPERATING PRESSURE (NEW): Pd = MAXIMUM INTERNAL DESIGN PRESSURE = PSIGTHE LESSER OF THE ITEMS 1.1, 1.2, 1.3 AND 1.4 BELOW:

Td = DESIGN TEMPERATURE = F

M.A.O.P. OF FLANGE = PSIG

(ANSI B16.5) @ F S = ALLOWABLE STRESS = PSIG

Tnom = NOMINAL WALL THICKNESS = IN.M.A.O.P. OF GATE VALVE = PSIG(ANSI B16.34) @ F Y = COEFFICIENT OF DUCTILITY =

Ej = JOINT QUALITY FACTOR (SMLS) =M.A.O.P. OF PIPE, P (ASME B31.3)

d = NOMINAL PIPE DIAMATER = IN.

D = OUTSIDE DIAMETER = IN.

P = 2 x x x ( - - ) SMYS = SPECIFIC MINIMUM YIELD STRENGTH = PSIG - [2 x x ( - - )]

Cr = CORROSION ALLOWANCE = IN.P = PSIG

MT = MILL TOLERANCE (12.5% x Tnom) = IN.THEREFORE:

MAXIMUM ALLOWABLE OPERATING PRESSURE (NEW):M.A.O.P. (NEW) LIMITED BY = PSIG 5 SYSTEM M.A.O.P.

THE LESSER OF ITEMS 5.1, 5.2, 5.3 AND 5.4

M.A.O.P. OF FLANGE = PSIG2 MAXIMUM ALLOWABLE TEST PRESSURE, Pti: (ANSI B16.5) @ F

THE LESSER OF ITEMS 2.1, 2.2 AND 2.3 BELOW:M.A.O.P. OF GATE VALVE = PSIG(ANSI B16.34) @ F

ALLOWABLE FLANGE TEST PRESSURE = PSIGANSI (ANSI B16.5, PARA 8.3 TABLE 2-1.1) PIPE M.A.O.P (NEW) = PSIG

INTERNAL DESIGN PRESSURE = PSIGALLOWABLE VALVE TEST PRESSURE = PSIGANSI (ANSI B16.34a, PARA 7.1 TABLE 2-1.1) THEREFORE:

SYSTEM M.A.O.P = PSIGLIMITED BY

ALLOWABLE PIPE TEST PRESSURE(ASME B31.3 & SAES-L-150)

5 HYDROSTATIC SAFETY VALVE SET PRESSURE, Prv:DATE

FROM SAES-A-004Prv = 1.05 x Pti

= 1.05 xDATE Pti = ( 0.9 x 2 x x ( - )

= PSIGPti = PSIG

Prv = PSIGDATE THEREFORE:

INITIAL TEST PRESURE, Pti:LIMITED BY = PSIG

6 STRUCTURAL MINIMUM THICKNESS, Tm:DATE 3 REQUIRED MINIMUM PIPE WALL THICKNESS AT WHICH THE

PIPE CAN WITHSTAND AN INTERNAL DESIGN PRESSURE, Tp:FOR (inch) API-5L GRB SEAMLESS PIPE:

FROM T1 SAES-L-310DATE

Tm = mmTp = x

2 x [( x ) + ( x )]Tm = IN.

= IN

Tp = IN

4 REQUIRED MINIMUM PIPE WALL THICKNESS PER ASTM B31.3:

Tm (code) = Tm + Cr

= +

Tm (code) = IN

REV. NO.

2.1

2.2

2.3

0.4

20,000

5.4

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20,000 1.00

35,000

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6

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1142.5

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AL-KHAFJI JOINT OPERATIONSTHE INTENT OF THIS SHEET IS TO SHOW ALL CALCULATIONS AND REFERENCE DOCUMENT THAT WERE USED TO GENERATE THE SIS

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KE-039412INDEX

LSISAL KHAFJI

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0.066

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272.5

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272.5

272.5

5.1

5.2

P2 S Ej Tnom Cr M T_( )

D 2 Y Tnom Cr M T( )

Pti90%( ) 2 SMYS( ) Tnom M T( )

D

TpPd D

2 S Ej( ) Pd Y( )+[ ]


PRN

S

YEAR

REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:



RZE

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ENDSERVICE

PIPING CODE/ YEAR


2 START P-4 A/B

3 6"-SPO-1000-1CS9P

B31.3 1999

KA-039369 Sht.001, KD-039367

18

FITT

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S 19

7

8

9

10

16

11

12

13

14

17

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22

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MATERIAL GRADE

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26

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Seamless


MATERIAL GRADE

PIP

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AN

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S

3 IN.

3.5 IN.

API 5L

0.216 IN.

20,000 PSIG PSIG PSIG PSIG

1.00

RF

150

LF2

A350

ASTM A234

SCH. 40


tm (Presure)


WPB

273 PSI


3103 Kpa


Kpa

C

LIMITED BY

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PSI473 3258 Kpa

1879

150 F 66

PSI

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IN

IN

IN

0.035

24

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450

SISRATAWI PLATFORM

REV. NO.

00A

SHT. NO.

003SAUDI ARABIA

23


(1)

PLANT NO.

33

30

28

29

OPR

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= 1.05 xDATE Pti = ( 0.9 x 2 x x ( - )

= PSIGPti = PSIG






Tm = mmTp = x

2 x [( x ) + ( x )]Tm = IN.

= IN

Tp = IN


Tm (code) = Tm + Cr

= +

Tm (code) = IN

REV. NO.

5.3


272.5

272.5

5.1

5.2

2.25

150

150

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D

TpPd D

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PRN

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REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:



RZE

CONSTRUCTION AGENCY

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ENDSERVICE

PIPING CODE/ YEAR


2 START 155A-2"

3 6"-SPO-1000-1CS9P

B31.3 1999

KA-039369 Sht.001, KD-039367

18

FITT

ING

S 19

7

8

9

10

16

11

12

13

14

17

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RATING

25

26

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NOMINAL PIPE SIZE




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ALLOWABLE STRESS

EQ

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ME

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Seamless


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PIP

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2 IN.

2.375 IN.

API 5L

0.218 IN.


1.00

RF

150

LF2

A350

ASTM A234

SCH. 80


tm (Presure)


WPB

273 PSI


3103 Kpa


Kpa

C

LIMITED BY

DESIGN PRESSURE

DESIGN TEMPERATURE

LIMITED BY

TEST PRESSURE NEW

PSI473 3258 Kpa

1879

150 F 66

PSI

0.069

0.100

IN

IN

IN

0.009

24

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450

SISRATAWI PLATFORM

REV. NO.

00A

SHT. NO.

005SAUDI ARABIA

23


(1)

PLANT NO.

33

30

28

29

OPR

NS






















= 1.05 xDATE Pti = ( 0.9 x 2 x x ( - )

= PSIGPti = PSIG






Tm = mmTp = x

2 x [( x ) + ( x )]Tm = IN.

= IN

Tp = IN


Tm (code) = Tm + Cr

= +

Tm (code) = IN

REV. NO.

5.3


272.5

272.5

5.1

5.2

2.25

150

150

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2303.559

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150150

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OPERATIONS

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DATE

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PRN

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YEAR

REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:



33

30

28

29

23

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S

YEAR

REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:



RZE

CONSTRUCTION AGENCY

SLOP OIL

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SAFETY INSTRUCTION SHEET - CRITICAL PIPING1 LINE NUMBER 4"-SPO-1005-1CS9P / 4"-SPO-1006-1CS9P

5

6

ENDSERVICE

PIPING CODE/ YEAR


2 START SUMP TANK T-1001

3 SUMP PUMP P-1001 A/B / 154A-6

B31.3 1999

KA-039369 Sht.001, KD-039367

18

FITT

ING

S 19

7

8

9

10

16

11

12

13

14

17

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21

27

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15

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25

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011SAUDI ARABIA

23


(1)

PLANT NO.

33

30

28

29

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NS






















= 1.05 xDATE Pti = ( 0.9 x 2 x x ( - )

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TpPd D

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PRN

S

YEAR

REMARKS:DATE

DATE

DATE

DATE

DATE

REMARKS:



33

30

28

29

23

24

SISRATAWI PLATFORM

REV. NO.PLANT NO.


(1)

0.060

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IN

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PSI1181 8144 Kpa

tm (Presure)


tm (Structural)

693 PSI


PSI1125 7757 Kpa

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LIMITED BY



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4.5 IN.

EQ

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RA

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MATERIAL GRADE

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MATERIAL GRADE

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25

26

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KA-039369 Sht.001, KD-039367

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DATE

DATE

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KA-039369 Sht.001, KD-039367

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DATE

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Kpa1840

172.4

Ke 039412

Documents

Transcript of Ke 039412