OFFPIPE2Excel_usingMATLAB_E

Auto-filling of Summary Result Tables of A&R Analysis using MATLAB

By: Mehdi Mosafer

To purchase the software, contact following contact number.Contact No.: +98 912 372 1594 [email protected] http://mmnrecipes.blogno.ir

Rev. 1.4, 2010

Introduction After A&R analysis using OFFPIPE software, its required to prepare summarized tables from the outputs. These summary tables are usually prepared in Excel. Numbers in each cell of these tables are extracted from output files of OFFPIPE. Considering the fact that the amount of output data is too much, preparation of these tables is very time consuming. Usually, after each A&R analysis, about 50 man-hours work is required to prepare these tables. For this purpose, the OFFPIPE output files distributed between three persons and these three persons prepare the tables in two continues work, by visual processing1. For preventing of involvement of some persons in such time consuming work and visual and manual work, reduction of preparation of these tables, and reduction of possible operator error, its prepared a program which is doing this task automatically. With this program just one person involves the work and in less than about 15 minutes all tables is prepared.

Keywords: OFFPIPE, A&R Analysis, MATLAB

1

This is what IOEC pipeline installation dept. was doing before preparation of this software.

2

OFFPIPE Output Files Format In appendix 1, some part of an OFFPIPE output file is shown. As you see, the output of this software includes of some separate parts. Usually, its 1st part is the software logo and commercial details, which also can be omitted, but no one do. Its next part is Inputs Echo. This part can be omitted as well, but usually no one do. For the program which is prepared, this part is required1. Its next part is the analysis outputs, which itself includes of several series of tables, and each tables series itself includes of 5 types of tables.

Summarized Tables Format In appendix 2, some part of a sample A&R analysis summarized table, which is prepared in Excel, is shown. As you see, this table has 22 columns. Cells of some columns are calculated by other cells data and formula. Columns No. 4, 5 and 7 to 10 are from this type. Some other cells are filled using input echo. Columns No. 1 to 3 and 6 are from this type. Column No. 22 is known from analysis itself. Other columns are filled using output tables data. This is the time consuming part of the columns filling, and the program prepared for filling of this part of the columns. - Formulas Above mentioned formulas are different for different pipelayer barges. So, it should be cared which pipelayer barge is going to be used for pipelaying; Abouzar 1200, CMaster2, or another pipelayer barge. - read from input echo For input data reading, following reference phrases is defined.

The first ref. line indicates the Page Breaks which OFFPIPE uses for print paging of inputs (and outputs). This ref. line is used several times. During data reading, whenever the program reaches to a Page Break, abandons 4 lines after and search for case at almost end of the 5th line, and hence finds the analysis case number. The 5th ref. phrase indicates end of the input echo. Program till to this ref. line, reads the data which are located after three ref. phrases two to four, and restore each type together with its case number in a matrix. The number of analysis cases is found at the end of input echo. So the 1st column of summary table is filled simply. Since OFFPIPE considers previous case corresponding properties in each case which is not specified, columns 1 to 3 and 6 are filled. See appendix 23.

If the input echo is not present, the program should be modified in such a way, that reads these information from OFFPIPE input files, or they should be entered manually. 2 Two IOEC pipelayer barges 3 This table data is not real, and its considered so just to show a general form.

1

3

After this stage, columns 4, 5 and 7 to 10 can be filled using formulas. Las column (column 22), which indicates wave and current direction, considering the analysis itself is known and can be filled simply. The remaining columns 11 to 21 are the topic of following subchapter. - read from output tables For output data reading, following reference lines is defined.

The first ref. line indicates the Page Breaks which OFFPIPE uses for print paging of inputs (and outputs). This ref. line is used several times. The program reads series of data, up to end of file, and after processing fills remaining columns of summary table. Data reading method Data reading from OFFPIPE output files is not simple, because the data included in these files are not in a particular format suitable for reading. Readable files are the files which include numerical data organized in some columns1. To prepare the program and read the OFFPIPE output files, MATLAB software is used. In a way that MATLAB reads output files line-by-line up to end of file and each time compares those lines with ref. lines which are defined in the program and based on that decides what to do. For this purpose, each table data store in a temporary file and organized readable. Then the data of this temporary file is read and after processing, the data which should be found, is found and stored in a matrix. At the end, the data of these matrices are transferred to an Excel file, in the format which previously explained. Some parts of a summarized table and an analysis output table, and the relationship between the data of these two tables is shown in the following figure.

1

This is not a general definition; its just for our purpose.

4

Since each analysis includes of some cases, the tasks said in this subchapter, is repeated per each case and output of each case is stored in one Sheet of the Excel file.

5

How to use the program? The program is written in such a manner that its usage is very simple. For this purpose, first all A&R analysis output files should be stored in a folder. Then the file main should be opened in MATLAB software, and the analysis type (Stress/Strain) and above-mentioned folder address should be inserted in the specified spaces in the file and save and then run the program. After running, this program generates an Excel file named Out in the same folder, which the desired summarized tables prepared in its Sheets. A sample is shown below; operator should only fill two highlighted spaces.

% main close all clear, clc global AnalIndx %----------------------------------------------------------------------%------------------------- Input Data Section -------------------------%----------------------------------------------------------------------% PRINT PIPE STRAINS IN OUTPUT % 1 for YES ------- Strain % 0 for NO ------- Stress AnalIndx=0; % Output Files Directory Address out_adres='H:\Mosafer\IOEC\AR\July13'; %----------------------------------------------------------------------%--------------------- End of Input Data Section ----------------------%----------------------------------------------------------------------ARMat

Important Pitfalls For simplicity, all previous descriptions are for when the OFFPIPE output data are based on strain. In this case, in the OFFPIPE model, the option PRINT PIPE STRAINS IN OUTPUT is set on YES. In the case of outputs OFFPIPE be given based on stress, these option in OFFPIPE model is set on the NO and tables are slightly different. The variable AnalIndx in above program is considered for this purpose. Before completion of the program running, the file Out.xls, which summary tables are being produced in it, should not be opened; opening of this file discontinues the program running.

6

Appendix 1 some parts of an OFFPIPE output file

MMMMMMM MMMMMMMMMMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMMMMMMMMMM MMMMMMM

MMMMMMMMMMMM MMMMMMMMMMMM MMM MMM MMM MMMMMMMMMM MMMMMMMMMM MMM MMM MMM MMM MMM

MMMMMMMMMMMM MMMMMMMMMMMM MMM MMM MMM MMMMMMMMMM MMMMMMMMMM MMM MMM MMM MMM MMM

MMMMMMMMMM MMMMMMMMMMMM MMM MMMM MMM MMM MMM MMMM MMMMMMMMMMMM MMMMMMMMMM MMM MMM MMM MMM MMM

MMMMMMMMM MMMMMMMMM MMM MMM MMM MMM MMM MMM MMM MMM MMMMMMMMM MMMMMMMMM

MMMMMMMMMM MMMMMMMMMMMM MMM MMMM MMM MMM MMM MMMM MMMMMMMMMMMM MMMMMMMMMM MMM MMM MMM MMM MMM

MMMMMMMMMMMM MMMMMMMMMMMM MMM MMM MMM MMMMMMMMMM MMMMMMMMMM MMM MMM MMM MMMMMMMMMMMM MMMMMMMMMMMM

OFFPIPE Logo and Commercial Details

******************************************************************************************** * * * O F F P I P E -- OFFSHORE PIPELINE ANALYSIS SYSTEM * * * * COPYRIGHT (C) 1999, ROBERT C. MALAHY. ALL RIGHTS RESERVED WORLDWIDE. * * * * VERSION NO. - 2.06 BL * * RELEASED ON - 08/16/2000 * * LICENSED TO - CCC-IOECJOINT VENTURE * * * ******************************************************************************************** * * * OFFPIPE IS A NONLINEAR, 3-DIMENSIONAL FINITE ELEMENT METHOD BASED PROGRAM FOR THE * * STATIC AND DYNAMIC ANALYSIS OF PROBLEMS ARISING IN THE DESIGN OF MARINE PIPELINES. * * THIS VERSION OF OFFPIPE MAY BE USED FOR THE ANALYSIS OF OFFSHORE PIPELAYING OPER* * ERATIONS AND DAVIT LIFTS. * * * * OFFPIPE AND ITS ASSOCIATED DOCUMENTATION ARE THE PROPERTY OF ROBERT C. MALAHY, JR. * * AND ARE MADE AVAILABLE UNDER LICENSE TO CLIENT COMPANIES WORLDWIDE. THIS PROGRAM * * AND ITS DOCUMENTATION CANNOT BE USED OR COPIED WITHOUT THE EXPRESS WRITTEN PER* * MISSION OF ROBERT C. MALAHY, JR. * * * * WHILE EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THIS PROGRAM AND ITS DOCUMENTATION * * ARE CORRECT AND ACCURATE, NO WARRANTY, EXPRESS OR IMPLIED IS GIVEN. NO LIABILITY * * WILL BE ACCEPTED BY ROBERT C. MALAHY, JR. FOR ANY LOSSES OR DAMAGES WHICH MAY * * RESULT FROM THE USE OF THESE MATERIALS. * * * * OFFPIPE IS AVAILABLE FOR USE WORLDWIDE. FOR INFORMATION REGARDING THE USE OR LIC* * ENSING OF OFFPIPE, PLEASE CONTACT: * * * * ROBERT C. MALAHY, JR. TELEPHONE: (713) 664-8635 * * 6554 AUDEN FACSIMILE: (713) 664-0962 * * HOUSTON, TEXAS 77005 * * U.S.A. * * * ********************************************************************************************

=============================================================================== OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. - 2.06 BL PAGE 3 South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in LICENSEE - CCC-IOECJOINT VENTURE USER ID - s.azimi DATE - 5/ 8/2010 TIME - 8: 2: 1 CASE 1 =============================================================================== I N P U T D A T A E C H O

PIPE TENSION ============ STATIC PIPE TENSION ON LAYBARGE ... MINIMUM DYNAMIC PIPE TENSION ...... MAXIMUM DYNAMIC PIPE TENSION ...... STATIC HORIZONTAL BOTTOM TENSION .. PIPE PROPERTIES =============== PIPE PROPERTY TABLE ROW ........... PIPE SECTION LENGTH ............... STEEL MODULUS OF ELASTICITY ....... STEEL CROSS SECTIONAL AREA ........ COATED PIPE AVG MOMENT OF INERTIA . WEIGHT PER-UNIT-LENGTH IN AIR ..... WEIGHT PER-UNIT-LENGTH SUBMERGED .. MAXIMUM ALLOWABLE PIPE STRAIN .....

637.000 573.000 701.000 0.000

KN KN KN KN

STEEL OUTSIDE DIAMETER ............ 81.2800 STEEL WALL THICKNESS .............. 2.0600 YIELD STRESS ...................... 450.00 STRESS/STRAIN INTENSE FACTOR ...... 0.0000 HYDRODYNAMIC OUTSIDE DIAMETER ..... 0.000 COEF. FOR HYDRODYNAMIC DRAG ....... 0.0000 HYDRODYNAMIC TOTAL AREA ........... 0.000 ADDED MASS COEFFICIENT ............ 0.0000 POISSON'S RATIO ................... 0.0000 COEFFICIENT OF THERMAL EXPANSION ..0.00000000 PIPE COATING PROPERTIES ======================= PIPE PROPERTY TABLE INDEX ......... CORROSION COATING THICKNESS ....... CONCRETE COATING THICKNESS ........ STEEL WEIGHT DENSITY .............. CORROSION COATING WEIGHT DENSITY .. CONCRETE COATING WEIGHT DENSITY ... DESIRED PIPE SPECIFIC GRAVITY ..... AVERAGE PIPE JOINT LENGTH ......... FIELD JOINT LENGTH ................ JOINT FILL WEIGHT DENSITY ......... DENSITY OF PIPE CONTENTS ..........

CM CM MPA CM CM^2

1/DEG C

2 0.600 5.000 77009. 12557. 29822. 0.0000 12.200 0.800 10791. 0.

CM CM N/M^3 N/M^3 N/M^3

M M N/M^3 N/M^3

Input Data Echo

2 0.000 207000. 0.000 0.00 0.00 0.00 0.000000

M MPA CM^2 CM^4 N/M N/M PERCENT


STINGER DESCRIPTION =================== NUMBER OF PIPE/STINGER NODES ...... STINGER GEOMETRY SPECIFIED BY ..... STINGER TYPE ...................... OVERBEND PIPE SUPPORT RADIUS ...... HITCH X-COORDINATE ................ HITCH Y-COORDINATE ................ X COORDINATE OF LOCAL ORIGIN ...... Y COORDINATE OF LOCAL ORIGIN ...... ROTATION ABOUT STINGER HITCH ...... TANGENT POINT X-COORDINATE ........ TANGENT POINT Y-COORDINATE ........ TANGENT POINT ANGLE ............... NODE X COORD (M ) ======== -9.699 -17.699 -25.699 -34.755 -45.744 -56.714 -67.631 NODE Y COORD (M ) ======== 6.644 7.124 7.362 7.325 6.816 5.833 4.238 SUPPORT TYPE

7 1 1 0.00 1.000 -5.322 1.000 -5.322 16.000 0.000 0.000 0.000

X-Y COORD AND TANGENT PT FIXED GEOMETRY OR RAMP M M M M M DEG M M DEG ELEMENT TYPE ==================== 2 HINGED END 1 FIXED END 1 FIXED END 1 FIXED END 1 FIXED END 1 FIXED END 1 FIXED END ELEMENT LENGTH (M ) ======= 0.000 0.000 0.000 0.000 0.000 0.000 0.000

===================== 1 SIMPLE SUPPORT 1 SIMPLE SUPPORT 1 SIMPLE SUPPORT 1 SIMPLE SUPPORT 1 SIMPLE SUPPORT 1 SIMPLE SUPPORT 7 USER DEFINED

SAGBEND GEOMETRY ================ SAGBEND PIPE ELEMENT LENGTH ....... WATER DEPTH ....................... X-COORDINATE AT SPECIFIED DEPTH . . ESTIMATED SAGBEND X LENGTH ........ ESTIMATED PIPE LENGTH ON SEABED ... X-COORD OF PIPE FREE END ON SEABED X-COORD POINT OF FIXITY ON SEABED . MAXIMUM SLOPE (ANGLE) OF SEABED ... DIRECTION OF MAXIMUM SLOPE ........

10.000 82.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000

M M M M M M M DEG DEG

PIPE/CABLE SPAN END CONDITION .....PIPE/CABLE RESTING ON SEABED PIPE/CABLE SPAN LENGTH GIVEN BY ...SPECIFIED PIPE/CABLE TENSION ESTIMATED SPAN DEPTH AT FREE END .. 0.00 M PIPE VERTICAL ANGLE AT FREE END ... 0.000 DEG


PROFILE PLOT TABLE ENTRIES ========================== PLOT TABLE INDEX .................. 1 PLOT NUMBER ....................... 1 PLOT TYPE OPTION NUMBER ........... 1 DYNAMIC PROFILE TIME POINT ........ 0.000 DYNAMIC PROFILE TIME INCREMENT .... 0.000 ORDINATE PARAMETER CODE NUMBER .... 2 AXIS LABEL FOR ORDINATE ........... "Y-Coordinate ABSCISSA PARAMETER CODE NUMBER .... 1 AXIS LABEL FOR ABSCISSA ........... "X-Coordinate PLOT TITLE ........................ " MINIMUM HORIZONTAL AXIS RANGE ..... MAXIMUM HORIZONTAL AXIS RANGE ..... MINIMUM VERTICAL AXIS RANGE ....... MAXIMUM VERTICAL AXIS RANGE .......

" " "

0.000 0.000 0.000 0.000

CABLE PROPERTIES ================ PIPE PROPERTY TABLE INDEX ......... 1 CABLE SECTION LENGTH .............. 20.000 M AXIAL STIFFNESS (EA) .............. 131891.20 KN BENDING STIFFNESS (EI) ............ 0.0000 KN-M^2 WEIGHT PER-UNIT-LENGTH IN AIR ..... 0.0 N/M WEIGHT PER-UNIT-LENGTH SUBMERGED .. 0.0 N/M CABLE DIAMETER .................... DRAG COEFFICIENT .................. CABLE CROSS SECTIONAL AREA ........ ADDED MASS COEFFICIENT ............ WAVE PARAMETERS =============== WAVE HEIGHT (PEAK TO TROUGH) ...... WAVE PERIOD ....................... WAVE DIRECTION OF TRAVEL .......... WATER DEPTH FOR WAVE CALCULATIONS . 6.400 CM 0.000 0.000 KN 0.000

3.720 5.700 300.000 0.00

M SEC DEG M



3.720 5.700 300.000 0.00

M SEC DEG M

BARGE MOTION RESPONSE COEFFICIENTS ( OFFPIPE ) SIGN CONVENTION =============================================================== COEFFICIENT PHASE ANGLE =========== =========== SURGE ..... 0.0250 M/M 174.0000 DEG SWAY ...... 0.0540 M/M 338.0000 DEG HEAVE ..... 0.0640 M/M 138.0000 DEG ROLL ...... 0.0830 DEG/M 44.0000 DEG PITCH ..... 0.1510 DEG/M 138.0000 DEG YAW ....... 0.0700 DEG/M 154.0000 DEG STATIC SOLUTION CONVERGED IN ( 16 ) ITERATIONS



3.720 5.700 300.000 0.00

M SEC DEG M




3.720 5.700 300.000 0.00

M SEC DEG M



PIPE TENSION ============ STATIC PIPE TENSION ON LAYBARGE ... MINIMUM DYNAMIC PIPE TENSION ...... MAXIMUM DYNAMIC PIPE TENSION ...... STATIC HORIZONTAL BOTTOM TENSION .. WAVE PARAMETERS =============== WAVE HEIGHT (PEAK TO TROUGH) ...... WAVE PERIOD ....................... WAVE DIRECTION OF TRAVEL .......... WATER DEPTH FOR WAVE CALCULATIONS .

137.300 124.000 151.000 0.000

KN KN KN KN

3.720 5.700 300.000 0.00

M SEC DEG M

STATIC SOLUTION CONVERGED IN ( END OF INPUT DATA

17 ) ITERATIONS

End of Input Data

BARGE MOTION RESPONSE COEFFICIENTS ( OFFPIPE ) SIGN CONVENTION =============================================================== COEFFICIENT PHASE ANGLE =========== =========== SURGE ..... 0.0250 M/M 174.0000 DEG SWAY ...... 0.0540 M/M 338.0000 DEG HEAVE ..... 0.0640 M/M 138.0000 DEG ROLL ...... 0.0830 DEG/M 44.0000 DEG PITCH ..... 0.1510 DEG/M 138.0000 DEG YAW ....... 0.0700 DEG/M 154.0000 DEG

============================================================================================================================ OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. 2.06 BL DATE - 5/ 8/2010 TIME - 8: 2: 1 PAGE 35 PROJECT - South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in USER ID - s.azimi LICENSEE - CCC-IOECJOINT VENTURE CASE 1 ============================================================================================================================ S T A T I C P I P E C O O R D I N A T E S, F O R C E S A N D S T R A I N S

=================================================================================================================================== NODE PIPE X Y Z HORIZ VERT PIPE TENSILE HOOP BENDING STRAINS TOTAL PERCNT NO. SECTION COORD COORD COORD ANGLE ANGLE LENGTH STRAIN STRAIN VERT HORIZ STRAIN ALLOW (M ) (M ) (M ) (DEG ) (DEG ) (M ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) =================================================================================================================================== 1 TENSIONR 63.42 9.90 0.00 0.000 2.234 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 3 LAYBARGE 43.10 9.11 0.00 0.000 3.442 20.336 0.0058 0.0000 0.0006 0.0000 0.0063 0.00 5 LAYBARGE 30.20 8.33 0.00 0.000 3.502 33.263 0.0057 0.0000 -0.0178 0.0000 0.0235 0.00 7 LAYBARGE 18.80 7.57 0.00 0.000 4.305 44.685 0.0056 0.0000 -0.0914 0.0000 0.0970 0.00 9 LAYBARGE 9.40 6.73 0.00 0.000 6.170 54.121 0.0055 0.0000 -0.1924 0.0000 0.1979 0.00 11 LAYBARGE 2.70 5.90 0.00 0.000 7.996 60.875 0.0054 0.0000 -0.1901 0.0000 0.1956 0.00 14 16 18 20 22 24 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 STINGER STINGER STINGER STINGER STINGER STINGER STINGER SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SEABED SEABED SEABED SEABED -10.16 -17.98 -25.74 -34.43 -44.85 -55.12 -65.24 -74.29 -83.28 -92.25 -101.22 -110.22 -119.27 -128.38 -137.56 -146.82 -156.15 -165.56 -175.04 -184.60 -194.23 -203.93 -213.68 -223.49 -233.35 -243.24 -253.17 -263.12 -273.09 -283.08 -293.07 -303.07 -313.07 -323.07 -333.07 -343.07 3.70 1.97 -0.01 -2.54 -6.06 -10.04 -14.45 -18.70 -23.08 -27.50 -31.91 -36.26 -40.52 -44.64 -48.61 -52.39 -55.99 -59.37 -62.54 -65.47 -68.16 -70.61 -72.81 -74.76 -76.45 -77.90 -79.10 -80.07 -80.82 -81.36 -81.72 -81.92 -82.01 -82.03 -82.02 -82.02 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 -0.07 -0.17 -0.29 -0.42 -0.56 -0.69 -0.80 -0.90 -0.99 -1.05 -1.10 -1.12 -1.13 -1.11 -1.08 -1.03 -0.96 -0.88 -0.78 -0.68 -0.56 -0.45 -0.33 -0.22 -0.13 -0.05 -0.01 0.00 0.00 0.000 0.000 0.001 0.001 -0.009 -0.016 0.203 0.529 0.730 0.834 0.864 0.839 0.776 0.687 0.579 0.461 0.337 0.212 0.089 -0.031 -0.146 -0.253 -0.352 -0.442 -0.520 -0.584 -0.633 -0.663 -0.670 -0.649 -0.593 -0.494 -0.341 -0.153 -0.029 0.012 11.424 13.421 15.215 17.328 19.908 22.454 24.531 25.640 26.182 26.282 26.036 25.518 24.784 23.878 22.835 21.681 20.439 19.126 17.757 16.344 14.900 13.436 11.963 10.492 9.035 7.606 6.223 4.903 3.669 2.550 1.580 0.800 0.264 0.009 -0.049 -0.035 73.918 81.933 89.936 98.993 109.995 121.010 132.044 142.044 152.044 162.044 172.044 182.044 192.044 202.044 212.044 222.045 232.045 242.045 252.045 262.045 272.045 282.045 292.045 302.045 312.046 322.046 332.046 342.046 352.046 362.047 372.047 382.047 392.047 402.047 412.047 422.047 0.0053 0.0052 0.0050 0.0049 0.0047 0.0044 0.0042 0.0039 0.0037 0.0034 0.0031 0.0029 0.0026 0.0023 0.0021 0.0018 0.0016 0.0014 0.0012 0.0010 0.0009 0.0007 0.0006 0.0005 0.0004 0.0003 0.0002 0.0001 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 -0.0006 -0.0010 -0.0014 -0.0018 -0.0022 -0.0026 -0.0031 -0.0035 -0.0039 -0.0043 -0.0047 -0.0050 -0.0054 -0.0057 -0.0060 -0.0063 -0.0065 -0.0068 -0.0070 -0.0072 -0.0073 -0.0075 -0.0076 -0.0077 -0.0077 -0.0078 -0.0078 -0.0078 -0.0079 -0.0079 -0.0079 -0.0079 -0.1941 -0.1625 -0.1604 -0.1717 -0.1634 -0.1658 -0.1023 -0.0568 -0.0215 0.0061 0.0279 0.0450 0.0586 0.0695 0.0782 0.0852 0.0908 0.0953 0.0988 0.1014 0.1033 0.1043 0.1046 0.1040 0.1025 0.0999 0.0961 0.0909 0.0838 0.0745 0.0626 0.0474 0.0280 0.0095 0.0004 -0.0017 0.0000 0.0001 0.0001 0.0000 -0.0010 0.0010 0.0250 0.0166 0.0094 0.0040 0.0000 -0.0029 -0.0050 -0.0065 -0.0074 -0.0080 -0.0083 -0.0083 -0.0082 -0.0080 -0.0076 -0.0071 -0.0065 -0.0058 -0.0050 -0.0040 -0.0028 -0.0014 0.0004 0.0026 0.0054 0.0088 0.0129 0.0121 0.0054 0.0010 0.1993 0.1677 0.1654 0.1766 0.1683 0.1707 0.1102 0.0640 0.0283 0.0123 0.0326 0.0498 0.0634 0.0743 0.0831 0.0900 0.0956 0.1000 0.1035 0.1060 0.1078 0.1088 0.1090 0.1084 0.1068 0.1042 0.1004 0.0951 0.0880 0.0788 0.0672 0.0526 0.0354 0.0205 0.0116 0.0091 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Static Outputs Table 1st Type

S T A T I C

P I P E

C O O R D I N A T E S,

F O R C E S

A N D

S T R A I N S

=================================================================================================================================== NODE PIPE X Y Z HORIZ VERT PIPE TENSILE HOOP BENDING STRAINS TOTAL PERCNT NO. SECTION COORD COORD COORD ANGLE ANGLE LENGTH STRAIN STRAIN VERT HORIZ STRAIN ALLOW (M ) (M ) (M ) (DEG ) (DEG ) (M ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) =================================================================================================================================== 57 SEABED -353.07 -82.01 0.00 0.014 -0.013 432.047 0.0000 -0.0079 -0.0012 -0.0004 0.0086 0.00 58 SEABED -363.07 -82.01 0.00 0.006 -0.001 442.047 0.0000 -0.0079 -0.0005 -0.0005 0.0082 0.00 59 SEABED -373.07 -82.01 0.00 0.001 0.002 452.047 0.0000 -0.0079 -0.0001 -0.0003 0.0080 0.00 60 SEABED -383.07 -82.01 0.00 -0.001 0.002 462.047 0.0000 -0.0079 0.0000 0.0000 0.0079 0.00

Table Continued

============================================================================================================================ OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. 2.06 BL DATE - 5/ 8/2010 TIME - 8: 2: 1 PAGE 36 PROJECT - South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in USER ID - s.azimi LICENSEE - CCC-IOECJOINT VENTURE CASE 1 ============================================================================================================================

============================================================================================================================ OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. 2.06 BL DATE - 5/ 8/2010 TIME - 8: 2: 1 PAGE 37 PROJECT - South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in USER ID - s.azimi LICENSEE - CCC-IOECJOINT VENTURE CASE 1 ============================================================================================================================ S T A T I C P I P E C O O R D I N A T E S, F O R C E S A N D S T R A I N S

14 16 18 20 22 24 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56

STINGER STINGER STINGER STINGER STINGER STINGER STINGER SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SEABED SEABED SEABED SEABED

-10.16 -17.98 -25.74 -34.43 -44.85 -55.12 -65.24 -74.29 -83.28 -92.25 -101.22 -110.22 -119.27 -128.38 -137.56 -146.82 -156.15 -165.56 -175.04 -184.60 -194.23 -203.93 -213.68 -223.49 -233.35 -243.24 -253.17 -263.12 -273.09 -283.08 -293.07 -303.07 -313.07 -323.07 -333.07 -343.07

3.70 1.97 -0.01 -2.54 -6.06 -10.04 -14.45 -18.70 -23.08 -27.50 -31.91 -36.26 -40.52 -44.64 -48.61 -52.39 -55.99 -59.37 -62.54 -65.47 -68.16 -70.61 -72.81 -74.76 -76.45 -77.90 -79.10 -80.07 -80.82 -81.36 -81.72 -81.92 -82.01 -82.03 -82.02 -82.02

0.00 0.00 0.00 0.00 0.00 0.00 -0.01 -0.07 -0.17 -0.29 -0.42 -0.56 -0.69 -0.80 -0.90 -0.99 -1.05 -1.10 -1.12 -1.13 -1.11 -1.08 -1.03 -0.96 -0.88 -0.78 -0.68 -0.56 -0.45 -0.33 -0.22 -0.13 -0.05 -0.01 0.00 0.00

209.13 0.00 25.08 80.43 14.33 166.99 -0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 12.07 32.43 27.90 19.17

-0.15 0.03 1.76 4.96 -1.51 -40.27 71.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 11.47 13.51 -4.29 -5.86

0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

582.45 571.31 555.22 550.74 546.69 540.89 539.14 535.24 529.99 524.05 517.82 511.53 505.34 499.33 493.57 488.08 482.90 478.05 473.54 469.39 465.60 462.20 459.17 456.53 454.29 452.44 450.99 449.91 449.20 448.82 448.74 448.87 449.10 449.25 449.29 449.29

-3981.05 -3333.82 -3290.21 -3521.54 -3352.06 -3400.80 -2098.06 -1165.96 -440.72 126.10 571.36 923.06 1202.42 1425.46 1604.30 1747.99 1863.26 1955.02 2026.74 2080.72 2118.29 2139.95 2145.40 2133.61 2102.74 2050.13 1972.09 1863.78 1718.88 1529.27 1284.60 971.59 573.94 194.20 8.16 -35.32

0.09 1.37 2.10 -0.15 -20.71 20.89 513.80 340.11 193.34 82.51 0.12 -60.03 -102.92 -132.54 -152.00 -163.72 -169.53 -170.81 -168.55 -163.44 -155.91 -146.18 -134.25 -119.94 -102.87 -82.45 -57.82 -27.89 8.83 54.19 110.58 181.01 264.29 247.38 111.33 21.35

3981.05 3333.82 3290.21 3521.54 3352.13 3400.87 2160.06 1214.55 481.27 150.69 571.36 925.01 1206.81 1431.61 1611.48 1755.64 1870.95 1962.47 2033.73 2087.13 2124.02 2144.94 2149.60 2136.97 2105.26 2051.79 1972.94 1863.99 1718.90 1530.23 1289.35 988.31 631.87 314.50 111.63 41.27

Static Outputs Table 2nd Type

================================================================================================================================= NODE PIPE X Y Z SUPPORT REACTION SUPT SEPARATIONS PIPE BENDING MOMENTS NO. SECTION COORD COORD COORD VERT HORIZ VERT HORIZ TENSION VERT HORIZ TOTAL (M ) (M ) (M ) (KN ) (KN ) (M ) (M ) (KN ) (KN-M) (KN-M) (KN-M) ================================================================================================================================= 1 TENSIONR 63.42 9.90 0.00 1.68 0.00 0.00 0.00 637.04 0.00 0.00 0.00 3 LAYBARGE 43.10 9.11 0.00 40.00 0.00 0.00 0.00 636.74 11.47 0.00 11.47 5 LAYBARGE 30.20 8.33 0.00 0.00 0.00 0.05 0.00 630.26 -365.35 0.00 365.35 7 LAYBARGE 18.80 7.57 0.00 3.80 0.00 0.00 0.00 621.99 -1875.09 0.00 1875.09 9 LAYBARGE 9.40 6.73 0.00 331.74 0.00 0.00 0.00 607.42 -3947.72 -0.02 3947.72 11 LAYBARGE 2.70 5.90 0.00 83.10 -0.02 0.00 0.00 601.08 -3900.40 -0.07 3900.40

S T A T I C

P I P E

C O O R D I N A T E S,

F O R C E S

A N D

S T R A I N S

================================================================================================================================= NODE PIPE X Y Z SUPPORT REACTION SUPT SEPARATIONS PIPE BENDING MOMENTS NO. SECTION COORD COORD COORD VERT HORIZ VERT HORIZ TENSION VERT HORIZ TOTAL (M ) (M ) (M ) (KN ) (KN ) (M ) (M ) (KN ) (KN-M) (KN-M) (KN-M) ================================================================================================================================= 57 SEABED -353.07 -82.01 0.00 14.33 -2.93 0.00 0.00 449.28 -25.08 -9.23 26.73 58 SEABED -363.07 -82.01 0.00 12.95 -0.73 0.00 0.00 449.28 -9.35 -10.70 14.21 59 SEABED -373.07 -82.01 0.00 13.07 0.03 0.00 0.00 449.28 -1.47 -5.15 5.36 60 SEABED -383.07 -82.01 0.00 0.00 0.02 0.00 0.00 449.28 0.00 0.00 0.00

Table Continued

============================================================================================================================ OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. 2.06 BL DATE - 5/ 8/2010 TIME - 8: 2: 1 PAGE 38 PROJECT - South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in USER ID - s.azimi LICENSEE - CCC-IOECJOINT VENTURE CASE 1 ============================================================================================================================

=============================================================================== OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. - 2.06 BL PAGE 39 South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in LICENSEE - CCC-IOECJOINT VENTURE USER ID - s.azimi DATE - 5/ 8/2010 TIME - 8: 2: 1 CASE 1 =============================================================================== S T A T I C S O L U T I O N S U M M A R Y

CM CM

PIPE PROPERTIES ( 3) ==================== PIPE SECTION LENGTH .. OUTSIDE DIAMETER ..... WALL THICKNESS ....... WEIGHT/LENGTH IN AIR . SUBMERGED WGHT/LENG .. SPECIFIC GRAVITY ..... WRAP COAT THICKNESS .. CONCRETE THICKNESS ... BARGE DATA ========== TOTAL PIPE TENSION ... NUMBER OF TENSIONERS . NO. OF PIPE SUPPORTS . BARGE HEADING ........ STINGER DATA ============ NO. OF PIPE SUPPORTS . NO. STINGER SECTIONS . RADIUS OF CURVATURE .. STINGER LENGTH ....... SAGBEND DATA ============ WATER DEPTH .......... TOUCHDOWN X-COORD. ... PROJECTED SPAN LENGTH

0.00 11.430 0.600 166.358 53.263 1.471 0.270 0.000

M CM CM N/M N/M CM CM

ELASTIC MODULUS ...... CROSS SECTIONAL AREA . MOMENT OF INERTIA .... YIELD STRESS ......... STRESS INTENS FACTOR . STEEL DENSITY ........ WRAP COAT DENSITY .... CONCRETE DENSITY .....

207000. 20.41 300.21 450.00 1.000 77009.0 9221.0 0.0

MPA CM2 CM4 MPA N/M3 N/M3 N/M3

637.04 KN 1 5 0.000 DEG

RADIUS OF CURVATURE .. BARGE TRIM ANGLE ..... PIPE ANGLE AT STERN .. OFFSET FROM R.O.W. ...

0.00 0.000 7.996 0.00

M DEG DEG M

7 7 0.00 M 69.88 M

PIPE DEPTH AT STERN .. PIPE ANGLE AT STERN .. STINGER STERN DEPTH ..

-14.45 M 24.531 DEG -14.57 M

82.00 M -311.35 M 246.11 M

TENSION AT TOUCHDOWN . BOTTOM SLOPE ANGLE ... PIPE LENGTH GAIN .....

449.10 KN 0.000 DEG 15.56 M

=============================== SOLUTION SUMMARY ============================== NODE PIPE X Y Z SUPPORT REACT TOTAL TOTAL PCT NO. SECTION COORD COORD COORD VERT HORIZ MOMENT STRAIN ALL (M ) (M ) (M ) (KN ) (KN ) (KN-M) (PCT ) (%) =============================================================================== 1 TENSIONR 63.4 9.9 0.0 1.7 0.0 0.0 0.000 0.

Static Outputs Table Summary

PIPE PROPERTIES ( 2) ==================== PIPE SECTION LENGTH .. OUTSIDE DIAMETER ..... WALL THICKNESS ....... WEIGHT/LENGTH IN AIR . SUBMERGED WGHT/LENG .. SPECIFIC GRAVITY ..... WRAP COAT THICKNESS .. CONCRETE THICKNESS ...

0.00 81.280 2.060 8068.408 1317.665 1.195 0.600 5.000

M CM CM N/M N/M

ELASTIC MODULUS ...... 207000. MPA CROSS SECTIONAL AREA . 512.69 CM2 MOMENT OF INERTIA .... 402462.28 CM4 YIELD STRESS ......... 450.00 MPA STRESS INTENS FACTOR . 1.000 STEEL DENSITY ........ 77009.0 N/M3 WRAP COAT DENSITY .... 12557.0 N/M3 CONCRETE DENSITY ..... 29822.0 N/M3

============================================================================================================================ OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VER. NUMB. 2.06 BL DATE - 5/ 8/2010 TIME - 8: 2: 1 PAGE 41 PROJECT - South Pars Project-Ph12 32in EXPORT ABZ1200 JOB NO. - norm-case6-32in USER ID - s.azimi LICENSEE - CCC-IOECJOINT VENTURE CASE 1 ============================================================================================================================ M A X I M U M D Y N A M I C P I P E F O R C E S A N D S T R E S S E S

14 16 18 20 22 24 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56

STINGER STINGER STINGER STINGER STINGER STINGER STINGER SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SEABED SEABED

-10.16 -17.98 -25.74 -34.43 -44.86 -55.13 -65.24 -74.34 -83.33 -92.29 -101.25 -110.23 -119.26 -128.36 -137.55 -146.79 -156.12 -165.53 -175.03 -184.60 -194.24 -203.94 -213.69 -223.50 -233.35 -243.24 -253.17 -263.12 -273.09 -283.08 -293.07 -303.07 -313.07 -323.07 -333.07 -343.07

3.70 1.97 -0.01 -2.55 -6.06 -10.04 -14.46 -18.74 -23.12 -27.56 -32.00 -36.39 -40.67 -44.77 -48.73 -52.56 -56.17 -59.54 -62.67 -65.57 -68.23 -70.66 -72.86 -74.81 -76.51 -77.95 -79.14 -80.09 -80.80 -81.31 -81.64 -81.83 -81.94 -82.00 -82.02 -82.02

0.00 0.00 0.00 0.00 0.00 0.00 -0.01 -0.07 -0.18 -0.32 -0.49 -0.67 -0.86 -1.01 -1.15 -1.28 -1.38 -1.43 -1.45 -1.44 -1.40 -1.35 -1.30 -1.19 -1.08 -0.98 -0.87 -0.74 -0.60 -0.45 -0.30 -0.17 -0.08 -0.03 0.00 0.01

0.001 0.001 0.003 0.001 -0.011 -0.018 0.224 0.688 0.992 1.040 1.091 1.145 1.127 1.038 0.879 0.653 0.431 0.258 0.063 -0.152 -0.307 -0.400 -0.463 -0.519 -0.576 -0.666 -0.817 -0.943 -0.929 -0.910 -0.841 -0.687 -0.447 -0.219 -0.079 -0.009

11.423 13.423 15.221 17.325 19.902 22.471 24.589 25.776 26.352 26.371 26.148 25.692 24.972 24.029 22.895 21.637 20.327 19.034 17.791 16.249 14.761 13.372 11.958 10.514 9.045 7.573 6.117 4.797 3.496 2.365 1.462 0.827 0.436 0.193 0.038 -0.026

73.918 81.933 89.936 98.993 109.995 121.010 132.044 142.044 152.044 162.044 172.044 182.044 192.044 202.044 212.044 222.045 232.045 242.045 252.045 262.045 272.045 282.045 292.045 302.045 312.046 322.046 332.046 342.046 352.046 362.047 372.047 382.047 392.047 402.047 412.047 422.047

0.0058 0.0058 0.0056 0.0054 0.0052 0.0049 0.0047 0.0045 0.0042 0.0040 0.0037 0.0034 0.0032 0.0029 0.0027 0.0024 0.0022 0.0020 0.0018 0.0016 0.0015 0.0013 0.0012 0.0011 0.0010 0.0009 0.0008 0.0008 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007

0.0000 0.0000 0.0000 -0.0003 -0.0006 -0.0010 -0.0014 -0.0018 -0.0023 -0.0027 -0.0031 -0.0035 -0.0039 -0.0043 -0.0047 -0.0051 -0.0054 -0.0058 -0.0061 -0.0063 -0.0066 -0.0068 -0.0070 -0.0072 -0.0074 -0.0075 -0.0076 -0.0077 -0.0078 -0.0078 -0.0079 -0.0079 -0.0079 -0.0079 -0.0079 -0.0079

-0.1946 -0.1644 -0.1605 -0.1726 -0.1756 -0.2070 -0.1237 -0.0769 -0.0512 0.0309 0.0544 0.0719 0.0821 0.0860 0.0929 0.1080 0.1189 0.1255 0.1279 0.1269 0.1237 0.1194 0.1153 0.1118 0.1199 0.1273 0.1286 0.1232 0.1094 0.0874 0.0652 0.0510 0.0403 0.0294 0.0162 0.0049

-0.0006 0.0007 0.0009 0.0009 -0.0025 0.0030 0.0474 0.0299 0.0276 0.0251 0.0189 -0.0137 -0.0143 -0.0126 -0.0214 -0.0278 -0.0311 -0.0307 -0.0281 -0.0249 -0.0211 -0.0174 -0.0171 -0.0182 -0.0194 -0.0204 -0.0216 -0.0211 -0.0162 0.0146 0.0215 0.0321 0.0329 0.0257 0.0151 0.0069

0.2003 0.1698 0.1660 0.1779 0.1807 0.2122 0.1378 0.0866 0.0627 0.0403 0.0600 0.0779 0.0880 0.0915 0.0999 0.1156 0.1263 0.1322 0.1341 0.1324 0.1285 0.1239 0.1198 0.1161 0.1250 0.1327 0.1339 0.1282 0.1137 0.0912 0.0696 0.0562 0.0456 0.0350 0.0231 0.0130

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Maximum Dynamic Outputs Table 1st Type

=================================================================================================================================== NODE PIPE X Y Z HORIZ VERT PIPE TENSILE HOOP BENDING STRAINS TOTAL PERCNT NO. SECTION COORD COORD COORD ANGLE ANGLE LENGTH STRAIN STRAIN VERT HORIZ STRAIN ALLOW (M ) (M ) (M ) (DEG ) (DEG ) (M ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) =================================================================================================================================== 1 LAYBARGE 63.41 9.90 0.00 0.000 2.234 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00 3 LAYBARGE 43.10 9.10 0.00 0.000 3.441 20.336 0.0064 0.0000 0.0006 0.0000 0.0069 0.00 5 LAYBARGE 30.20 8.33 0.00 0.000 3.501 33.263 0.0063 0.0000 -0.0185 0.0000 0.0248 0.00 7 LAYBARGE 18.80 7.57 0.00 0.000 4.305 44.685 0.0062 0.0000 -0.0924 0.0002 0.0984 0.00 9 LAYBARGE 9.40 6.73 0.00 0.000 6.171 54.121 0.0061 0.0000 -0.1930 -0.0005 0.1990 0.00 11 LAYBARGE 2.70 5.90 0.00 0.000 7.997 60.875 0.0060 0.0000 -0.1902 -0.0005 0.1962 0.00


=================================================================================================================================== NODE PIPE X Y Z HORIZ VERT PIPE TENSILE HOOP BENDING STRAINS TOTAL PERCNT NO. SECTION COORD COORD COORD ANGLE ANGLE LENGTH STRAIN STRAIN VERT HORIZ STRAIN ALLOW (M ) (M ) (M ) (DEG ) (DEG ) (M ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) (PCT ) =================================================================================================================================== 57 SEABED -353.07 -82.01 0.00 0.015 -0.015 432.047 0.0007 -0.0079 -0.0016 0.0021 0.0091 0.00 58 SEABED -363.07 -82.01 0.00 0.009 -0.009 442.047 0.0007 -0.0079 -0.0011 -0.0012 0.0087 0.00 59 SEABED -373.07 -82.01 0.00 0.003 -0.003 452.047 0.0007 -0.0079 -0.0004 -0.0007 0.0083 0.00 60 SEABED -383.07 -82.01 0.00 0.001 -0.002 462.047 0.0007 -0.0079 0.0000 0.0000 0.0082 0.00

Table Continued


14 16 18 20 22 24 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56

STINGER STINGER STINGER STINGER STINGER STINGER STINGER SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SAGBEND SEABED SEABED

-10.16 -17.98 -25.74 -34.43 -44.86 -55.13 -65.24 -74.34 -83.33 -92.29 -101.25 -110.23 -119.26 -128.36 -137.55 -146.79 -156.12 -165.53 -175.03 -184.60 -194.24 -203.94 -213.69 -223.50 -233.35 -243.24 -253.17 -263.12 -273.09 -283.08 -293.07 -303.07 -313.07 -323.07 -333.07 -343.07

3.70 1.97 -0.01 -2.55 -6.06 -10.04 -14.46 -18.74 -23.12 -27.56 -32.00 -36.39 -40.67 -44.77 -48.73 -52.56 -56.17 -59.54 -62.67 -65.57 -68.23 -70.66 -72.86 -74.81 -76.51 -77.95 -79.14 -80.09 -80.80 -81.31 -81.64 -81.83 -81.94 -82.00 -82.02 -82.02

0.00 0.00 0.00 0.00 0.00 0.00 -0.01 -0.07 -0.18 -0.32 -0.49 -0.67 -0.86 -1.01 -1.15 -1.28 -1.38 -1.43 -1.45 -1.44 -1.40 -1.35 -1.30 -1.19 -1.08 -0.98 -0.87 -0.74 -0.60 -0.45 -0.30 -0.17 -0.08 -0.03 0.00 0.01

213.67 -0.01 49.82 102.78 81.35 285.91 17.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-3.49 3.61 13.24 23.35 -16.51 -64.68 144.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.02 0.00 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

645.55 635.17 619.68 612.47 607.51 599.13 600.52 598.19 593.67 588.01 581.91 575.88 570.17 564.77 559.60 554.62 549.81 545.22 540.90 536.93 533.34 530.16 527.35 524.87 522.69 520.84 519.32 518.18 517.43 517.07 517.04 517.26 517.58 517.75 517.76 517.76

-3992.57 -3372.72 -3291.73 -3541.70 -3601.39 -4245.97 -2537.94 -1577.26 -1050.00 634.12 1115.81 1475.46 1684.41 1763.73 1906.41 2215.13 2438.98 2574.62 2624.21 2603.20 2537.56 2448.99 2365.92 2292.59 2459.24 2611.74 2638.67 2526.97 2244.95 1793.45 1338.52 1046.29 826.09 602.84 332.13 99.57

-12.89 14.43 17.56 19.31 -51.68 61.74 972.08 613.26 565.61 515.04 387.85 -280.09 -294.20 -259.22 -438.16 -569.30 -638.98 -629.92 -576.43 -510.93 -432.89 -356.58 -351.78 -372.69 -397.62 -418.43 -443.64 -431.94 -333.24 299.92 440.57 657.96 674.19 526.69 310.80 141.05

3992.58 3372.72 3291.76 3541.71 3601.76 4246.39 2717.73 1667.06 1179.95 721.48 1133.28 1501.81 1709.91 1782.09 1948.99 2273.67 2494.24 2618.76 2657.36 2625.74 2552.56 2462.00 2376.72 2303.18 2487.08 2645.05 2672.96 2556.56 2258.04 1795.96 1338.86 1054.15 834.71 619.32 369.79 149.31

Maximum Dynamic Outputs Table 2nd Type

================================================================================================================================= NODE PIPE X Y Z SUPPORT REACTION SUPT SEPARATIONS PIPE BENDING MOMENTS NO. SECTION COORD COORD COORD VERT HORIZ VERT HORIZ TENSION VERT HORIZ TOTAL (M ) (M ) (M ) (KN ) (KN ) (M ) (M ) (KN ) (KN-M) (KN-M) (KN-M) ================================================================================================================================= 1 LAYBARGE 63.41 9.90 0.00 1.71 0.03 0.00 0.00 701.00 0.00 0.00 0.00 3 LAYBARGE 43.10 9.10 0.00 41.72 1.25 0.00 0.00 701.70 11.89 -0.34 11.89 5 LAYBARGE 30.20 8.33 0.00 0.01 2.58 0.05 0.00 690.33 -379.64 0.88 379.64 7 LAYBARGE 18.80 7.57 0.00 5.93 2.65 0.00 0.00 682.92 -1894.63 4.50 1894.64 9 LAYBARGE 9.40 6.73 0.00 333.64 -1.91 0.00 0.00 668.72 -3959.28 -9.91 3959.29 11 LAYBARGE 2.70 5.90 0.00 84.38 -3.04 0.00 0.00 662.78 -3902.14 -10.10 3902.15


================================================================================================================================= NODE PIPE X Y Z SUPPORT REACTION SUPT SEPARATIONS PIPE BENDING MOMENTS NO. SECTION COORD COORD COORD VERT HORIZ VERT HORIZ TENSION VERT HORIZ TOTAL (M ) (M ) (M ) (KN ) (KN ) (M ) (M ) (KN ) (KN-M) (KN-M) (KN-M) ================================================================================================================================= 57 SEABED -353.07 -82.01 0.00 0.00 0.00 0.00 0.00 517.76 -33.65 42.28 45.53 58 SEABED -363.07 -82.01 0.00 0.00 0.00 0.00 0.00 517.77 -22.15 -23.65 24.50 59 SEABED -373.07 -82.01 0.00 0.00 0.00 0.00 0.00 517.77 -8.73 -13.80 13.85 60 SEABED -383.07 -82.01 0.00 0.00 0.00 0.00 0.00 517.77 0.00 0.00 0.00

Table Continued


Last Page of OFFPIPE Output s

================================================================================================================================= NODE PIPE X Y Z SUPPORT REACTION SUPT SEPARATIONS PIPE BENDING MOMENTS NO. SECTION COORD COORD COORD VERT HORIZ VERT HORIZ TENSION VERT HORIZ TOTAL (M ) (M ) (M ) (KN ) (KN ) (M ) (M ) (KN ) (KN-M) (KN-M) (KN-M) ================================================================================================================================= 58 SEABED -364.07 -82.00 0.00 0.00 0.00 0.00 0.00 127.15 4.62 1.14 4.70 59 SEABED -370.08 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 23.56 5.55 23.92 60 SEABED -376.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 24.65 5.75 25.02 61 SEABED -386.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 13.39 3.04 13.58 62 SEABED -396.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 3.63 0.78 3.68 63 SEABED -406.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 -0.44 -0.13 0.45 64 SEABED -416.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 -1.06 -0.24 1.08 65 SEABED -426.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 -0.61 -0.13 0.62 66 SEABED -436.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 -0.19 -0.03 0.19 67 SEABED -446.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 -0.02 0.00 0.02 68 SEABED -456.10 -82.01 0.00 0.00 0.00 0.00 0.00 127.14 0.00 0.00 0.00

Appendix 2 some part of a sample A&R analysis summarized table

column 10

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case1 20 case2 40 case3 60 case4 80 case5 100 case6 120 case7 140 case8 160 case9 180 case10 200 case11 200 case12 200 case13 200 case14 200 case15 200 case16 200 case17 340 case18 360 case19 380 case20 400 case21 400 case22 400 Case Cabl

15.3 15.3 15.3 15.3 16.1 16.1 16.1 16.1 16.1 16.1 16.1 16.1 16.1 18.2 18.2 18.2 18.2 18.2 18.2 18.2 18.2 18.2 Rota

519.7 519.7 519.7 519.7 519.7 519.7 519.7 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 400.1 392.3 137.3 Tens

0.1885 0.2016 0.183 0.172 0.1164 0.0473 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.201 0.2025 0.1926 0.1899 0.1353 0.0649 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.1227 0.1218 0.1201 0.1157 0.1123 0.1115 0.11 0.1057 0.1014 0.0969 0.0925 0.0881 0.0836 0.0777 0.0751 0.0709 0.0667 0.0626 0.0585 0.0544 0.0431 0

0.1412 339.61 340.97 203.86 240.55 346.26 393.76 -281.25 0.1397 68.04 76.08 367.39 370.84 351.55 397.02 -282.02 0.1387 15.86 10.42 289.67 302.93 362.14 398.42 -283.54 0.1354 21.64 22.67 167.26 245.97 389.84 421.23 -287.63 0.1325 21.64 22.32 215.22 266.91 414.89 434.92 -289.77 0.1271 21.64 22.43 155.66 205.12 427.52 448.59 -288.98 0.1273 21.64 22.18 79.95 105.6 439.44 455.73 -288.23 0.1152 21.65 22.06 56.39 66.18 451.12 462.97 -291.5 0.105 21.64 22.01 35.3 43.47 460.63 470.58 -295.96 0.0995 21.64 21.94 32.13 32.82 468.73 476.48 -301.65 0.095 21.64 21.85 32.15 32.84 475.42 480.9 -308.53 0.0906 21.64 21.81 32.15 32.86 480.71 485.28 -317.01 0.0878 21.64 21.76 32.14 32.81 485.08 488.83 -326.45 0.0859 22.64 22.77 33.6 34.43 482.6 487.32 -331.68 0.0806 21.64 21.68 32.07 32.74 491.66 492.91 -348.32 0.0738 21.65 21.68 31.22 32.31 494.13 494.86 -360.32 0.0689 21.65 21.68 26.96 28 496.22 496.94 -373.03 0.0643 21.65 21.68 26.95 27.25 497.88 498.52 -386.19 0.0601 21.65 21.69 26.94 27.23 499.41 499.91 -399.74 0.0558 21.65 21.69 26.93 27.22 500.69 501.21 -413.61 0.0442 16.68 16.72 20.85 21.14 375.29 375.82 -392.99 0 6.74 6.88 10.01 10.6 124.89 128.83 -326.05

nRota = 3 nTens = 4 nCabl = 14 nCase = 22

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Appendix 3 a sample A&R analysis summarized table

South Pars Phase 12 32"/4" Pipelines From KP 103.797 to 86.7 for SPD12A LAY BARGE ABOUZAR 1200IOECTable Number: Offpipe Caes: Water Depth Range(m): Pipe Size(inch): 1 AR6 77.8-82-80 32 inch, (813*20.6 mm) 4 inch, (114.3*6.0 mm) Concrete Coat Thickness(mm): 50 KP(From-to) 103.797-100 & 100-86.7 Case Number Cable Length m Case1 Caes2 Caes3 Caes4 Caes5 Caes6 Caes7 Caes8 Caes9 Caes10 Caes11 Caes12 Caes13 Caes14 Caes15 Caes16 Caes17 Caes18 Caes19 Caes20 Caes21 Caes22 Caes23 Caes24 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 440 440 Stinger Status Angle/Tip Depth Note-4 Deg 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 ft 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 55.48 m 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 16.91 Pipe Tension KN 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 637 392 137 Mt 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 40 13.996 Tensioner Upper Bound Deadband Note-5 KN 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 432 151 Mt 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 44 15 Brage Trim deg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Overbend Strain (%) Static 0.20 0.21 0.18 0.17 0.13 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dynamic 0.21 0.21 0.21 0.21 0.15 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sagbend Strain(%) Static 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.06 0.06 0.04 0.00 Dynamic 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.11 0.10 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.06 0.06 0.04 0.00 Barge Roller Reaction (kN) Static 331.74 99.53 18.77 27.91 26.19 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.64 28.69 28.64 28.64 28.64 18.27 7.48 Dynamic 333.44 112.93 19.72 29.63 29.22 29.39 29.43 29.31 28.94 28.81 28.78 28.74 28.71 28.69 28.68 28.67 28.67 33.89 33.89 28.69 28.69 28.70 18.32 7.60 Stinger Roller Reaction(Kn) Static 209.13 384.70 209.81 174.27 267.45 156.27 76.03 52.18 36.82 36.70 33.84 28.80 33.84 33.84 33.85 33.84 33.84 33.84 33.84 33.84 33.84 33.84 21.53 8.67 Dynamic 286.25 390.19 278.73 286.44 289.20 224.94 118.27 75.64 42.34 37.20 35.85 34.01 33.96 33.93 33.91 33.89 33.89 33.89 33.91 33.91 33.92 33.92 21.59 8.82 Tension At Touch down(kN) Static 449.10 454.39 466.83 498.47 517.32 531.14 543.81 555.42 565.27 573.73 580.94 586.87 592.01 596.24 599.93 603.03 605.64 607.88 609.82 611.61 613.07 614.32 373.72 123.25 Dynamic 518.30 499.74 503.93 529.23 540.02 554.96 569.00 571.81 575.67 580.77 586.33 591.22 595.23 598.90 602.10 604.91 607.14 608.71 633.90 612.05 613.53 614.81 374.28 127.15 X-Touch Down Point m -311.35 -312.20 -314.18 -319.30 -321.00 -321.34 -321.13 -324.37 -328.65 -333.98 -340.58 -348.44 -357.20 -367.13 -377.79 -389.20 -401.31 -413.92 -426.98 -440.54 -454.46 -468.67 -430.32 -363.43 Wave and Current Direction degree 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300

main case 6

Note-1: KP148.686 is Land Fall Point. Distance between (KP148.686 to KP103.797) have been laid by C-Master lay barge. Note-2: Analysis has been done for Maximum Depth in each case. Note-3: X touch down point is measured from Barge Bow(stinger Connection Point). Note-4: Stinger tip elevation is measured along the centerline of the bottom chord at the tip of the stinger related water Surface. Note 5: The tensioner dynamic set point in lay barge will be adjusted between static tension and maximum dynamic tension in order to avoid high reaction force of the pipe on stinger and excessive strain in sagbend. The minimum dynamic tension in pipe laying operation shall not drop below the static tension in order to guarantee the integrity of the pipeline in pipe laying

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