In Field Mooring Analysis Report - Online Marine · PDF fileClump Offset Length of pennant wire connecting clump weight to mooring line ... (First Segment attached to winch) ... In-Field

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In Field Mooring Analysis Report FOR VESSEL BARGE AMT DISCOVERER AND WATERDEPTH 30M

Project

TEST MOORING PROJECT DEMO RUN WITH MIDLINE BOUY

Client NONE

Issue Date 08/02/2010

Report reference number: Demo-08-Feb-10-29087 Report Prepared by: Online Marine Engineering www.transportanalysis.com

Report template revision: R.2.0

In-Field Mooring Analysis Report TEST MOORING PROJECT DEMO RUN WITH MIDLINE BOUY

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TABLE OF CONTENTS 1.0� GENERAL ..................................................................................................................................... 4�

1.1� Introduction ................................................................................................................................ 4�

1.2� Scope ......................................................................................................................................... 4�

1.3� Design Criteria ........................................................................................................................... 4�

1.4� Cargo characteristics ................................................................................................................. 7�

1.5� Barge Characteristic .................................................................................................................. 7�

2.0� SUMMARY OF RESULTS AND CONCLUSIONS ........................................................................ 9�

2.1� Summary of Results .................................................................................................................. 9�

2.2� Conclusions ............................................................................................................................... 9�

3.0� COMPUTER MODEL .................................................................................................................. 10�

3.1� General .................................................................................................................................... 10�

3.2� Description of the barge model ................................................................................................ 10�

3.3� Description of the mooring Model ............................................................................................ 10�

4.0� MOORING ANALYSIS ................................................................................................................ 12�

4.1� Static loads .............................................................................................................................. 12�

4.2� First order motions ................................................................................................................... 12�

4.3� Single Line characteristics ....................................................................................................... 12�

4.4� Mooring line loads .................................................................................................................... 12�

Attachment 1: Computer Output


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References 1. "General Guidelines for Marine Transportation”. Noble Denton International Limited, Rep No.

0030/NDI/JR Rev. 2, April 2005. 2. "Rules for planning and executing marine operations", DNV, 1999, incl. ADDENDUM 2000 3. "Design and Analysis of Stationkeeping Systems for Floating Structures", API, RP-2SK 3rd Edition,

October 2005, incl. ADDENDUM AUG.2009. 4. "Online Moses Reference Manual”, UltraMarine


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1.0 GENERAL

1.1 Introduction This report presents a mooring analysis for the vessel Barge AMT Discoverer at the Test Mooring Project on request of None. The report presents the used input data, a description of the method and a report of the analysis. Here the user can write a section which will be included in the introduction of the report. - Please use plain text. - HTML codes can not be used This Demo run shows the ability of the model to analyse a mooring spread using midline bouys. The analysis include wind This report has been created by Online Marine Engineering. It is the responsibility of the client to perform a quality check on the input and output to assure that the results are correct before they will be used for an operation.

1.2 Scope The scope of this work is to determine the mooring capacity of the Barge AMT Discoverer at work for the Test Mooring Project project. The amt_Disc will be moored with 4 caternary mooring legs in waterdepths of 30m.

The following loads will be applied at intervals of 15 degrees heading around the vessel.

- Wind forces - Wave drift forces - First Order motions of Vessel

The analysis will be performed with two tidal current load cases of constant heading and strength. The following two environmental conditions will be analysed :

- Operational Condition - Survival Condition

The mooring has been analysed using a quasi static approach including dynamic motions of the vessel. The model used includes a full 3-D representation of the mooring and the vessel. The hydrodynamic forces and motions of the vessel have been calculated using 3-D Diffraction

1.3 Design Criteria The following project specific mooring design criteria will be used taking into account the risks associated to this type of work and possible consequence of a mooring failure. Line tension Factor of Safety The following line tension factor of safety have been found: Guideline Intact Condition Damaged Analysis DNV Guidelines, ref 2 1.5x1.3 = 1.95 1.3x1.0 = 1.30 Quasi-Static API Guideline, ref 3 2.0 1.43 Quasi-Static API Guideline, ref 3 1.67 1.25 Dynamic

Table 1.1 Line tension Factor of Safety For both guidelines the FoS relates to the condition of the mooring intact or damaged. Furthermore the API defines a lower FoS when a Dynamic analysis is used which in general gives a better prediction of the line tensions. Up to a waterdepth of 300 m it can be assumed that the Quasi-static approach including the dynamics of the vessel represents an accurate prediction of the line tensions.

1. Intact conditions Quasi-static analysis including vessel dynamics


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The following factor of safety on the line Minimum Breaking Load (MBL) will be used: - Condition: Operational: FoS = 2 - Condition: Survival: FoS = 1.67

2. Damaged condition

Design for damaged conditions can be considered not Applicable, if the planned duration of the operation from the final point of no return and the end of the operation is less than 72 hrs. According to DNV “Rules for Planning and Execution of marine Operations”, [Ref.2] design for a one broken line condition is not required if: • The mooring period is less than 72 hours. • Sufficient tug capacity is available to repair the mooring

Anchor load The maximum allowable anchor load will be based on the Ultimate Holding Load (UHL) divided by a factor of safety. API recommends a factor of safety between 0.8 and 1.0 based on the level of analysis.

The following factor of safety on the anchor Ultimate Holding Limit (UHL) will be used: - Condition: Operational: FoS = 1 - Condition: Survival: FoS = 0.8

Uplift Angle Uplift could seriously reduce the capacity of the anchor and should normally be limited to 10 degree. Maximum uplift angle: 10 degree Static plus dynamics. The uplift angle will not be checked in this analysis. By inspection of the line catenaries it can be seen if the allowable Uplift on the anchor is exceeded for the set tension limits based on the line strength.

1.3.1 Environmental conditions The mooring will checked for two design conditions as defined in this section. For each heading the environment will be applied including the motions of the vessel and the allowable wave height at limiting mooring system utilisation will be reported. Wind will be assumed to work in the same direction as the wave at a constant force. The wind and wave environment will be combined with a tidal current with two fixed directions. The following describes the used environment in more detail: Environmental conditions Operational Survival Wind speed 20 kts mean (2 min) 40 kts mean (2 min) Maximum Analyzed Significant wave height (Hs) 3 m 4 m Minimum Peak Period (Tp) 4 s 7.21 s Minimum Zero Up-crossing Period (Tz) 2.84 s 5.12 s Minimum Gamma Factor (-) 1 1 Maximum Peak Period (Tp) 7.75 s 10.95 s Maximum Zero Up-crossing Period (Tz) 5.51 s 7.78 s Maximum Gamma Factor (-) 1 1 Current (Vc) 1 m/s 1 m/s Water depth 30 m 30 m

Table 1.1 Environmental conditions Seastate To represent the seastate a ISSC spectrum has been used with a cos2 spreading. For each design condition two seasate periods have been investigated and the allowable significant wave height will be reported for each heading. Design Wind Wind profile based on ABS. Design wind assumed to be defined at 10m above sealevel. Current Wind driven current has not been included.


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Tidal current with a strength of 1 m/s coming from compass bearing 45 and 225 degree has been included. Waterdepth The mooring analysis have been done for the following waterdepth: Waterdepth = 30 m Heading The vessel will be moored at a heading of 300 degree.

1.4 Mooring Specification The following table presents the characteristics of the anchors that have been used for this study. ID Name UHC ULL Depth

- - Ton Deg m

01 First 300.0 10.00 30.00

02 Second 300.0 5.00 30.00

Table 1.2 Anchor characteristics Legend: UHC Ultimate Holding Capacity of the anchor ULL Allowable anchor Uplift angle Depth Waterdepth at anchor location The following table presents the characteristics of the mooring lines that has been used for this study. ID Name Anchor

Segments Clump Weight

Clump Offset

Size Dry Weight

Buoyancy Length MBL

- - No Name - Ton m mm kg/m kg/m m Ton

01 Line1 1 First 01 -50 10 50 12 5 250 250

02 0 0 50 13 5 150 250

02 Line2 2 Second 01 0 0 50 12 5 500 250

Table 1.2 Mooring lines characteristics Legend: Clump Weight Weight of Clump weight at start of line segment. Clump Offset Length of pennant wire connecting clump weight to mooring line Size Diameter of steel wire or chain Dry Weight Weight of anchor line per meter in air Buoyancy Buoyancy of anchor line per meter Length Length of segment (First Segment attached to winch) MBL Segment Minimum Breaking Load


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The following table present the definition of the fair leaders and the mooring lines. Fairleaders Line Attached to fairleader

ID Name X Y Z Line ID

Line Name

Direction Distance Minimum Tension

- - m m m - - Deg m Ton

01 SBF -50.00 15.00 0.00 1 Line1 45.0 300.0 5.0

02 SBA 50.00 15.00 0.00 2 Line2 135.0 300.0 5.0

03 PSF -50.00 -15.00 0.00 2 Line2 -45.0 300.0 5.0

04 PSA 50.00 -15.00 0.00 1 Line1 -135.0 300.0 5.0

Table 1.3 Fair Leader and Mooring Spread Definition Legend: Name Name of fairleader. X Fairleader local vessel X coordinate Y Fairleader local vessel X coordinate Z Fairleader position above vessel deck Line ID ID of line attached to fair leader Line Name Name of line attached to fair leader Direction Line pay-out direction from fairleader in local vessel coordinate system Distance Line pay-out distance from fairleader in horizontal direction

1.5 Cargo characteristics The following table presents the characteristics of the additional cargo that has been modelled for this analysis. If no table is visible than no additional cargo has been modelled. No Name Weight LCG TCG VCG Roll

Radius Pitch

Radius Length Width Height

- Ton m m m m m m m m

1 0 3136.0 0.00 0.00 5.00 12.00 12.00 40.00 30.00 10.00

Total 3136.0 0.00 0.00 5.00

Table 1.4 Cargo characteristics Legend:

LCG = Longitudinal Centre of Gravity (From Midship to aft) TCG = Transverse Centre of Gravity (From Barge centreline to Starboard) VCG = Vertical Centre of Gravity (z) (From Barge deck upwards) Roll Radius = Roll Radius of Inertia Pitch Radius = Pitch Radius of Inertia Length = Length of Cargo Width = Width of cargo

1.6 Barge Characteristic The following vessel have been used: Name = Barge AMT Discoverer Model name = amt_Disc Length = 91.7 m Width = 30 m Depth = 7.6 m


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Lightship = 2325.00 Ton with VCG at 4.40 m above keel


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2.0 SUMMARY OF RESULTS AND CONCLUSIONS

2.1 Summary of Results The Mooring of the Barge AMT Discoverer for project TEST MOORING PROJECT has been checked for the environments and criteria as set in this report.

2.2 Conclusions The mooring analysis for the condition defined as OPERATIONAL revealed that all requirements as defined have been met. The mooring analysis for the condition defined as SURVIVAL revealed that all requirements as defined have been met.


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3.0 COMPUTER MODEL

3.1 General This chapter presents the description of the model that has been used for the hydrostatic analysis of the transport. For the marine analysis, MOSES from Ultramarine, has been used. MOSES is a multipurpose marine and structural simulation computer program widely used for transport and installation design of offshore structures. See the ultramarine internet website for more information on MOSES, address is: http://www.ultramarine.com/ The computer model used for this run has been developed by Online Marine Engineering and bears revision code M.1.4.A.1.13.. The definition of the co-ordinate system for the marine analysis is as follows: Origin at barge centre, keel level and centre line. X-axis : Positive from barge bow towards stern Y-axis : Positive towards Starboard side Z-axis : Positive is upwards See figure 3.1.

Figure 3.1 Definition of marine co-ordinate system

3.2 Description of the barge model To calculate stability a single body model is used. This model consists of one rigid body composed of several compartments with the following properties: Compartment Type Remark Barge Standard Strip theory model Barge Ballast Tanks

Standard All tanks have been modelled

Table 3.1 Compartment properties The weights of all items have been modelled as point loads with correct inertia properties.

3.3 Description of the mooring Model The mooring capacity has been calculated using a full 3-D model, which correctly models the following properties of the system: • Line cateneries.

x

y

x

z

x

y

z


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• Vessel submerged surface • Vessel Wind area • Hydrodynamic database computed using diffraction theory The following loads are calculated: Static Loads Wind load Current load Mean Wave drift loads Dynamic loads Wave induced motion around mean position. Wind and current loads have been calculated using Morrison’s equation and default drag coefficients as function of Reynolds. Dynamic loads have been calculated by superimposing the wave induced first order motions onto the static mean position.


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4.0 MOORING ANALYSIS

4.1 Static loads The static loads have been calculated for the applied directions. In attachment 1, figure 11 and 12 presents the wind and wave mean loads for the analysed conditions. Please note, the current drag has been given here for all headings, while the analysis only used the current forces for the specified headings. Numerical values of the loads can also be found in attachment 1 for all modelled environments.

4.2 First order motions The wave inducted first order motions in all directions are applied to the mooring lines to determine the dynamic loads. In attachment 1, figure 11 and 12 presents the combined surge and sway vector per heading for the analysed conditions. Figure 13 through 38 present the motion transfer functions based on the performed frequency domain motion analysis. The data base used for the motion analysis has been based on 3-D Diffraction. Numerical values of the motions can also be found in attachment 1 for all modelled environments. .

4.3 Single Line characteristics The single line characteristics can be found in attachment 1.

4.4 Mooring Operational limit Figure 9 and 10 in attachment 1 presents the mooring operational wave height limit based on the set criteria for all analysed headings.


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ATTACHMENT 1: COMPUTER OUTPUT

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * User: Demo NO.: 1 - Test Mooring Project * * Barge Compartments * * * ***************************************************************************************************************

+++ C O M P A R T M E N T P R O P E R T I E S +++ ===================================================

Results Are Reported In Body System

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. --------

CP2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 P1 CORRECT 1.0247 830.5 0.0 0.00 0.00 0.00 0.000 S1 CORRECT 1.0247 830.5 0.0 0.00 0.00 0.00 0.000 WP2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000 WS2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000

Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * User: Demo NO.: 1 - Test Mooring Project * * BALLAST PLAN VESSEL amt_Disc L= 91.70m B= 30m D= 7.60m * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================



Draft = 2.28 Roll Angle = 0.00 Pitch Angle = 0.00

Wet Radii Of Gyration About CG

K-X = 11.82 K-Y = 20.36 K-Z = 19.96

GMT = 26.35 GML = 251.32

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 21.78 -27.68 -3.81 0.09 0.18 2.32 CP3 11.69 -11.58 -3.81 0.05 0.09 1.24 CP4 1.60 4.52 -3.80 0.01 0.01 0.17 CS2 21.78 -27.68 3.81 0.09 0.18 2.32 CS3 11.69 -11.58 3.81 0.05 0.09 1.24 CS4 1.60 4.52 3.80 0.01 0.01 0.17 P1 27.42 -36.68 -7.62 0.68 1.10 3.30 S1 27.42 -36.68 7.62 0.68 1.10 3.30 WP2 21.78 -27.68 -11.43 0.09 0.18 2.32 WP3 11.69 -11.58 -11.43 0.05 0.09 1.24 WP4 1.60 4.52 -11.42 0.01 0.01 0.17 WS2 21.78 -27.68 11.43 0.09 0.18 2.32 WS3 11.69 -11.58 11.43 0.05 0.09 1.24 WS4 1.60 4.52 11.42 0.01 0.01 0.17 ---------------- Part CARGO1 ------------ LOAD_GRO 3136.00 0.12 0.00 12.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 5656.11 -0.19 0.00 8.80 Buoyancy 5656.11 -0.19 0.00 1.16

Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * User: Demo NO.: 1 - Test Mooring Project * * BALLAST PLAN VESSEL amt_Disc L= 91.70m B= 30m D= 7.60m * * * ***************************************************************************************************************

+++ C O M P A R T M E N T P R O P E R T I E S +++ ===================================================



Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. --------

CP2 CORRECT 1.0247 939.3 21.8 2.32 0.00 2.32 0.177 CP3 CORRECT 1.0247 939.3 11.7 1.24 0.00 1.24 0.095 CP4 CORRECT 1.0247 939.3 1.6 0.17 0.00 0.17 0.013 CP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS2 CORRECT 1.0247 939.3 21.8 2.32 0.00 2.32 0.177 CS3 CORRECT 1.0247 939.3 11.7 1.24 0.00 1.24 0.095 CS4 CORRECT 1.0247 939.3 1.6 0.17 0.00 0.17 0.013 CS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 P1 CORRECT 1.0247 830.5 27.4 3.30 0.00 3.30 1.100 S1 CORRECT 1.0247 830.5 27.4 3.30 0.00 3.30 1.100 WP2 CORRECT 1.0247 939.3 21.8 2.32 0.00 2.32 0.177 WP3 CORRECT 1.0247 939.3 11.7 1.24 0.00 1.24 0.095 WP4 CORRECT 1.0247 939.3 1.6 0.17 0.00 0.17 0.013 WP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000 WS2 CORRECT 1.0247 939.3 21.8 2.32 0.00 2.32 0.177 WS3 CORRECT 1.0247 939.3 11.7 1.24 0.00 1.24 0.095 WS4 CORRECT 1.0247 939.3 1.6 0.17 0.00 0.17 0.013 WS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000

FIGURE 2

User: Demo NO.: 1 - Test Mooring Project

Floating Condition with Vessel amt_Disc L= 91.70m B= 30m D= 7.60m

FIGURE 3



FIGURE 4



FIGURE 5



FIGURE 6


BALLAST TANKS

FIGURE 7

CP2

CP3

CP4

CP5

CS2

CS3

CS4

CS5

P1

S1

WP2

WP3

WP4

WP5

WP6

WS2

WS3

WS4

WS5

WS6


BALLAST TANKS

FIGURE 8

CP2 2.3%

CP3 1.2%

CP4 0.2%

CP5 0.0%

CS2 2.3%

CS3 1.2%

CS4 0.2%

CS5 0.0%

P1 3.3%

S1 3.3%

WP2 2.3%

WP3 1.2%

WP4 0.2%

WP5 0.0%

WP6 0.0%

WS2 2.3%

WS3 1.2%

WS4 0.2%

WS5 0.0%

WS6 0.0%


BALLAST PLAN VESSEL amt_Disc L= 91.70m B= 30m D= 7.60m


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Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project * * Mooring Model * * * ***************************************************************************************************************






K-X = 11.82 K-Y = 20.36 K-Z = 19.96

GMT = 26.35 GML = 251.32



Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project * * Mooring pattern for Waterdepth 30 m * * * ***************************************************************************************************************

+++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ ===============================================================


Location and Net Force at Body Origin

Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- ---------

MODEL Location 0.00 0.00 -2.28 0.00 0.00 -210.00 N Force 0.00 0.00 -4.07 0 0 -6


+++ M O O R I N G S P R E A D +++ ===================================


Tension Tension / Length of /----- Heading ----/ Name Break St. First Seg. Body Local Global -------- ---------- ---------- ---------- -------- --------- ----------

PSA 5.01 0.02050 152.73 MODEL 315.00 105.00 PSF 5.00 0.02000 303.11 MODEL 225.00 15.00 SBA 5.00 0.02000 303.11 MODEL 45.00 195.00 SBF 5.01 0.02050 152.73 MODEL 135.00 285.00


+++ M O O R I N G L I N E S +++ =================================


Horiz. Length of Line on /----- Top ------/ /---- Anchor -----/ Name Distance First Seg Bottom Tension Ratio Hori Pull Vert Pull -------- --------- --------- --------- --------- --------- --------- ---------

PSA 300.00 152.73 0.00 5.01 0.0205 4.96 0.39 PSF 300.00 303.11 39.40 5.00 0.0200 4.82 0.00 SBA 300.00 303.11 39.40 5.00 0.0200 4.82 0.00 SBF 300.00 152.73 0.00 5.01 0.0205 4.96 0.39


+++ C O N N E C T O R F O R C E S +++ =======================================


Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 )

Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- -------

PSA MODEL 4 -3 0 0 0 0 5 PSF MODEL -2 -2 0 0 0 0 5 SBA MODEL 3 3 0 0 0 0 5 SBF MODEL -3 4 0 0 0 0 5


+++ C O N N E C T O R G E O M E T R Y +++ ===========================================

Results in The First Body System


Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- ---------

PSA ~LINE1 Active 152.73 MODEL 50.12 -15.00 7.60 GROUND -113.55 327.83 -30.00 PSF ~LINE2 Active 303.11 MODEL -49.88 -15.00 7.60 GROUND 340.48 65.70 -30.00 SBA ~LINE2 Active 303.11 MODEL 50.12 15.00 7.60 GROUND -340.68 -65.58 -30.00 SBF ~LINE1 Active 152.73 MODEL -49.88 15.00 7.60 GROUND 113.34 -327.71 -30.00

Page 7 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project * * Dynamic run with HS= 1.0 m * * * ***************************************************************************************************************






K-X = 11.82 K-Y = 20.36 K-Z = 19.96

GMT = 26.35 GML = 251.32



Page 8 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project * * Dynamic run with HS= 1.0 m at Cargo CoG * * * ***************************************************************************************************************

+++ P R O P E R T I E S O F L I N E S B F +++ ===================================================


Line Class = ~LINE1 Water Depth = 31 Length of First Segment = 153

/- 1st Connection -/ H. Dist. /--- Horizontal ---/ /------------ Tension ------------/ /--- Anchor ----/ Line on Height Ab Net Force X Force DF/DX Ten Top Max T/TB Cri Break Crit. Seg V. Pull H. Pull Bottom Anchor Applied --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------

145.02 0.01 0.00 0.41 0.002 250.00 1 0.00 0.01 123.53 25.00 0.51 269.17 0.30 0.01 0.51 0.002 250.00 1 0.00 0.30 94.26 25.00 0.68 295.81 1.19 0.18 1.28 0.005 250.00 2 0.00 1.19 47.27 25.00 0.91 299.14 2.68 1.14 2.73 0.011 250.00 2 0.01 2.68 0.00 25.00 1.11 299.97 4.76 5.93 4.81 0.020 250.00 2 0.36 4.76 0.00 25.00 1.31 300.22 7.43 18.82 7.48 0.031 250.00 2 0.81 7.43 0.00 25.00 1.58 300.34 10.70 38.94 10.76 0.044 250.00 2 1.36 10.70 0.00 25.00 1.91 300.42 14.57 57.72 14.63 0.059 250.00 2 2.01 14.57 0.00 25.00 2.31 300.49 19.02 69.93 19.10 0.077 250.00 2 2.77 19.02 0.00 25.00 2.76 300.56 24.08 76.61 24.16 0.098 250.00 2 3.62 24.08 0.00 25.00 3.27 300.63 29.73 80.08 29.82 0.121 250.00 2 4.57 29.73 0.00 25.00 3.84 300.71 35.97 81.89 36.08 0.146 250.00 2 5.62 35.97 0.00 25.00 4.47 300.79 42.81 82.86 42.93 0.174 250.00 2 6.77 42.81 0.00 25.00 5.16 300.88 50.24 83.38 50.38 0.204 250.00 2 8.03 50.24 0.00 25.00 5.91 300.97 58.26 83.67 58.42 0.237 250.00 2 9.38 58.26 0.00 25.00 6.72 301.08 66.88 83.82 67.06 0.272 250.00 2 10.83 66.88 0.00 25.00 7.59 301.19 76.10 83.89 76.30 0.309 250.00 2 12.38 76.10 0.00 25.00 8.52 301.30 85.91 83.91 86.13 0.349 250.00 2 14.02 85.91 0.00 25.00 9.50 301.43 96.31 83.90 96.56 0.391 250.00 2 15.77 96.31 0.00 25.00 10.55 301.56 107.31 83.87 107.58 0.436 250.00 2 17.61 107.31 0.00 25.00 11.65 301.70 118.91 83.82 119.20 0.483 250.00 2 19.55 118.91 0.00 25.00 12.82 301.84 131.09 83.76 131.42 0.532 250.00 2 21.59 131.09 0.00 25.00 14.04 302.00 143.88 83.69 144.23 0.584 250.00 2 23.73 143.88 0.00 25.00 15.32 302.16 157.25 83.62 157.64 0.638 250.00 2 25.96 157.25 0.00 25.00 16.66 302.32 171.22 83.54 171.64 0.695 250.00 2 28.30 171.22 0.00 25.00 18.05 302.50 185.79 83.45 186.24 0.754 250.00 2 30.72 185.79 0.00 25.00 19.51 302.68 200.95 83.36 201.43 0.815 250.00 2 33.25 200.95 0.00 25.00 21.02 302.87 216.71 83.27 217.22 0.879 250.00 2 35.86 216.71 0.00 25.00 22.59 303.06 233.06 83.17 233.61 0.946 250.00 2 38.58 233.06 0.00 25.00 24.22 303.27 250.00 83.06 250.59 1.014 250.00 2 41.39 250.00 0.00 25.00 25.90


+++ P R O P E R T I E S O F L I N E S B A +++ ===================================================




272.76 0.01 0.00 0.19 0.001 250.00 1 0.00 0.01 266.02 0.00 0.00 291.28 0.30 0.06 0.47 0.002 250.00 1 0.00 0.30 229.24 0.00 0.00 296.85 1.19 0.39 1.37 0.005 250.00 1 0.00 1.19 168.63 0.00 0.00 298.91 2.68 1.27 2.85 0.011 250.00 1 0.00 2.68 105.30 0.00 0.00 299.98 4.76 2.91 4.93 0.020 250.00 1 0.00 4.76 41.21 0.00 0.00 300.62 7.43 6.74 7.61 0.030 250.00 1 0.12 7.43 0.00 0.00 0.00 300.92 10.70 17.31 10.89 0.044 250.00 1 0.50 10.70 0.00 0.00 0.00 301.08 14.57 33.26 14.77 0.059 250.00 1 0.95 14.57 0.00 0.00 0.00 301.19 19.02 49.96 19.26 0.077 250.00 1 1.48 19.02 0.00 0.00 0.00 301.28 24.08 63.02 24.34 0.097 250.00 1 2.07 24.08 0.00 0.00 0.00 301.36 29.73 71.55 30.03 0.120 250.00 1 2.73 29.73 0.00 0.00 0.00 301.45 35.97 76.66 36.31 0.145 250.00 1 3.46 35.97 0.00 0.00 0.00 301.53 42.81 79.64 43.19 0.173 250.00 1 4.26 42.81 0.00 0.00 0.00 301.63 50.24 81.38 50.67 0.203 250.00 1 5.13 50.24 0.00 0.00 0.00 301.72 58.26 82.40 58.75 0.235 250.00 1 6.06 58.26 0.00 0.00 0.00 301.83 66.88 83.01 67.43 0.270 250.00 1 7.07 66.88 0.00 0.00 0.00 301.94 76.10 83.38 76.71 0.307 250.00 1 8.15 76.10 0.00 0.00 0.00 302.06 85.91 83.59 86.59 0.346 250.00 1 9.29 85.91 0.00 0.00 0.00 302.18 96.31 83.71 97.06 0.388 250.00 1 10.50 96.31 0.00 0.00 0.00 302.31 107.31 83.76 108.13 0.433 250.00 1 11.78 107.31 0.00 0.00 0.00 302.45 118.91 83.77 119.80 0.479 250.00 1 13.13 118.91 0.00 0.00 0.00 302.60 131.09 83.75 132.07 0.528 250.00 1 14.55 131.09 0.00 0.00 0.00 302.75 143.88 83.72 144.94 0.580 250.00 1 16.03 143.88 0.00 0.00 0.00 302.91 157.25 83.66 158.41 0.634 250.00 1 17.58 157.25 0.00 0.00 0.00 303.08 171.22 83.60 172.47 0.690 250.00 1 19.20 171.22 0.00 0.00 0.00 303.25 185.79 83.52 187.14 0.749 250.00 1 20.88 185.79 0.00 0.00 0.00 303.43 200.95 83.44 202.40 0.810 250.00 1 22.64 200.95 0.00 0.00 0.00 303.62 216.71 83.35 218.26 0.873 250.00 1 24.45 216.71 0.00 0.00 0.00 303.82 233.06 83.26 234.71 0.939 250.00 1 26.34 233.06 0.00 0.00 0.00 304.02 250.00 83.16 251.77 1.007 250.00 1 28.29 250.00 0.00 0.00 0.00


+++ P R O P E R T I E S O F L I N E P S F +++ ===================================================




272.76 0.01 0.00 0.19 0.001 250.00 1 0.00 0.01 266.02 0.00 0.00 291.28 0.30 0.06 0.47 0.002 250.00 1 0.00 0.30 229.24 0.00 0.00 296.85 1.19 0.39 1.37 0.005 250.00 1 0.00 1.19 168.63 0.00 0.00 298.91 2.68 1.27 2.85 0.011 250.00 1 0.00 2.68 105.30 0.00 0.00 299.98 4.76 2.91 4.93 0.020 250.00 1 0.00 4.76 41.21 0.00 0.00 300.62 7.43 6.74 7.61 0.030 250.00 1 0.12 7.43 0.00 0.00 0.00 300.92 10.70 17.31 10.89 0.044 250.00 1 0.50 10.70 0.00 0.00 0.00 301.08 14.57 33.26 14.77 0.059 250.00 1 0.95 14.57 0.00 0.00 0.00 301.19 19.02 49.96 19.26 0.077 250.00 1 1.48 19.02 0.00 0.00 0.00 301.28 24.08 63.02 24.34 0.097 250.00 1 2.07 24.08 0.00 0.00 0.00 301.36 29.73 71.55 30.03 0.120 250.00 1 2.73 29.73 0.00 0.00 0.00 301.45 35.97 76.66 36.31 0.145 250.00 1 3.46 35.97 0.00 0.00 0.00 301.53 42.81 79.64 43.19 0.173 250.00 1 4.26 42.81 0.00 0.00 0.00 301.63 50.24 81.38 50.67 0.203 250.00 1 5.13 50.24 0.00 0.00 0.00 301.72 58.26 82.40 58.75 0.235 250.00 1 6.06 58.26 0.00 0.00 0.00 301.83 66.88 83.01 67.43 0.270 250.00 1 7.07 66.88 0.00 0.00 0.00 301.94 76.10 83.38 76.71 0.307 250.00 1 8.15 76.10 0.00 0.00 0.00 302.06 85.91 83.59 86.59 0.346 250.00 1 9.29 85.91 0.00 0.00 0.00 302.18 96.31 83.71 97.06 0.388 250.00 1 10.50 96.31 0.00 0.00 0.00 302.31 107.31 83.76 108.13 0.433 250.00 1 11.78 107.31 0.00 0.00 0.00 302.45 118.91 83.77 119.80 0.479 250.00 1 13.13 118.91 0.00 0.00 0.00 302.60 131.09 83.75 132.07 0.528 250.00 1 14.55 131.09 0.00 0.00 0.00 302.75 143.88 83.72 144.94 0.580 250.00 1 16.03 143.88 0.00 0.00 0.00 302.91 157.25 83.66 158.41 0.634 250.00 1 17.58 157.25 0.00 0.00 0.00 303.08 171.22 83.60 172.47 0.690 250.00 1 19.20 171.22 0.00 0.00 0.00 303.25 185.79 83.52 187.14 0.749 250.00 1 20.88 185.79 0.00 0.00 0.00 303.43 200.95 83.44 202.40 0.810 250.00 1 22.64 200.95 0.00 0.00 0.00 303.62 216.71 83.35 218.26 0.873 250.00 1 24.45 216.71 0.00 0.00 0.00 303.82 233.06 83.26 234.71 0.939 250.00 1 26.34 233.06 0.00 0.00 0.00 304.02 250.00 83.16 251.77 1.007 250.00 1 28.29 250.00 0.00 0.00 0.00


+++ P R O P E R T I E S O F L I N E P S A +++ ===================================================




145.02 0.01 0.00 0.41 0.002 250.00 1 0.00 0.01 123.53 25.00 0.51 269.17 0.30 0.01 0.51 0.002 250.00 1 0.00 0.30 94.26 25.00 0.68 295.81 1.19 0.18 1.28 0.005 250.00 2 0.00 1.19 47.27 25.00 0.91 299.14 2.68 1.14 2.73 0.011 250.00 2 0.01 2.68 0.00 25.00 1.11 299.97 4.76 5.93 4.81 0.020 250.00 2 0.36 4.76 0.00 25.00 1.31 300.22 7.43 18.82 7.48 0.031 250.00 2 0.81 7.43 0.00 25.00 1.58 300.34 10.70 38.94 10.76 0.044 250.00 2 1.36 10.70 0.00 25.00 1.91 300.42 14.57 57.72 14.63 0.059 250.00 2 2.01 14.57 0.00 25.00 2.31 300.49 19.02 69.93 19.10 0.077 250.00 2 2.77 19.02 0.00 25.00 2.76 300.56 24.08 76.61 24.16 0.098 250.00 2 3.62 24.08 0.00 25.00 3.27 300.63 29.73 80.08 29.82 0.121 250.00 2 4.57 29.73 0.00 25.00 3.84 300.71 35.97 81.89 36.08 0.146 250.00 2 5.62 35.97 0.00 25.00 4.47 300.79 42.81 82.86 42.93 0.174 250.00 2 6.77 42.81 0.00 25.00 5.16 300.88 50.24 83.38 50.38 0.204 250.00 2 8.03 50.24 0.00 25.00 5.91 300.97 58.26 83.67 58.42 0.237 250.00 2 9.38 58.26 0.00 25.00 6.72 301.08 66.88 83.82 67.06 0.272 250.00 2 10.83 66.88 0.00 25.00 7.59 301.19 76.10 83.89 76.30 0.309 250.00 2 12.38 76.10 0.00 25.00 8.52 301.30 85.91 83.91 86.13 0.349 250.00 2 14.02 85.91 0.00 25.00 9.50 301.43 96.31 83.90 96.56 0.391 250.00 2 15.77 96.31 0.00 25.00 10.55 301.56 107.31 83.87 107.58 0.436 250.00 2 17.61 107.31 0.00 25.00 11.65 301.70 118.91 83.82 119.20 0.483 250.00 2 19.55 118.91 0.00 25.00 12.82 301.84 131.09 83.76 131.42 0.532 250.00 2 21.59 131.09 0.00 25.00 14.04 302.00 143.88 83.69 144.23 0.584 250.00 2 23.73 143.88 0.00 25.00 15.32 302.16 157.25 83.62 157.64 0.638 250.00 2 25.96 157.25 0.00 25.00 16.66 302.32 171.22 83.54 171.64 0.695 250.00 2 28.30 171.22 0.00 25.00 18.05 302.50 185.79 83.45 186.24 0.754 250.00 2 30.72 185.79 0.00 25.00 19.51 302.68 200.95 83.36 201.43 0.815 250.00 2 33.25 200.95 0.00 25.00 21.02 302.87 216.71 83.27 217.22 0.879 250.00 2 35.86 216.71 0.00 25.00 22.59 303.06 233.06 83.17 233.61 0.946 250.00 2 38.58 233.06 0.00 25.00 24.22 303.27 250.00 83.06 250.59 1.014 250.00 2 41.39 250.00 0.00 25.00 25.90

FIGURE 13

Test Mooring Project

Mooring pattern for Waterdepth 30 m

FIGURE 14



FIGURE 15



FIGURE 16



FIGURE 17



FIGURE 18

Surge

Sway

Heave

Roll

Pitch

Yaw

Response Amplitude Operators Heading 270 = Cargo CoG

14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.581.161.742.322.93.484.064.645.225.8m/m

00.250.50.7511.251.51.7522.252.5Deg/m

FIGURE 19

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.430.861.291.722.152.583.013.443.874.3m/m

00.270.540.811.081.351.621.892.162.432.7Deg/m

FIGURE 20

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.420.841.261.682.12.522.943.363.784.2m/m

00.260.520.781.041.31.561.822.082.342.6Deg/m

FIGURE 21

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.470.941.411.882.352.823.293.764.234.7m/m

00.250.50.7511.251.51.7522.252.5Deg/m

FIGURE 22

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.470.941.411.882.352.823.293.764.234.7m/m

00.270.540.811.081.351.621.892.162.432.7Deg/m

FIGURE 23

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.440.881.321.762.22.643.083.523.964.4m/m

00.250.50.7511.251.51.7522.252.5Deg/m

FIGURE 24

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.551.11.652.22.753.33.854.44.955.5m/m

00.210.420.630.841.051.261.471.681.892.1Deg/m

FIGURE 25

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.651.31.952.63.253.94.555.25.856.5m/m

00.240.480.720.961.21.441.681.922.162.4Deg/m

FIGURE 26

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.711.422.132.843.554.264.975.686.397.1m/m

00.210.420.630.841.051.261.471.681.892.1Deg/m

FIGURE 27

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.741.482.222.963.74.445.185.926.667.4m/m

00.170.340.510.680.851.021.191.361.531.7Deg/m

FIGURE 28

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.731.462.192.923.654.385.115.846.577.3m/m

00.170.340.510.680.851.021.191.361.531.7Deg/m

FIGURE 29

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.681.362.042.723.44.084.765.446.126.8m/m

00.170.340.510.680.851.021.191.361.531.7Deg/m

FIGURE 30

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.591.181.772.362.953.544.134.725.315.9m/m

00.240.480.720.961.21.441.681.922.162.4Deg/m

FIGURE 31

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.440.881.321.762.22.643.083.523.964.4m/m

00.280.560.841.121.41.681.962.242.522.8Deg/m

FIGURE 32

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.410.821.231.642.052.462.873.283.694.1m/m

00.240.480.720.961.21.441.681.922.162.4Deg/m

FIGURE 33

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.470.941.411.882.352.823.293.764.234.7m/m

00.250.50.7511.251.51.7522.252.5Deg/m

FIGURE 34

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.470.941.411.882.352.823.293.764.234.7m/m

00.270.540.811.081.351.621.892.162.432.7Deg/m

FIGURE 35

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.440.881.321.762.22.643.083.523.964.4m/m

00.250.50.7511.251.51.7522.252.5Deg/m

FIGURE 36

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.541.081.622.162.73.243.784.324.865.4m/m

00.210.420.630.841.051.261.471.681.892.1Deg/m

FIGURE 37

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.631.261.892.523.153.784.415.045.676.3m/m

00.240.480.720.961.21.441.681.922.162.4Deg/m

FIGURE 38

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.691.382.072.763.454.144.835.526.216.9m/m

00.210.420.630.841.051.261.471.681.892.1Deg/m

FIGURE 39

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.721.442.162.883.64.325.045.766.487.2m/m

00.160.320.480.640.80.961.121.281.441.6Deg/m

FIGURE 40

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.711.422.132.843.554.264.975.686.397.1m/m

00.160.320.480.640.80.961.121.281.441.6Deg/m

FIGURE 41

Surge

Sway

Heave

Roll

Pitch

Yaw


14.9

8.8

12.7

16.6

20.5

24.4

28.3

32.2

36.1

40

Period (s)

00.661.321.982.643.33.964.625.285.946.6m/m

00.160.320.480.640.80.961.121.281.441.6Deg/m

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project Mooring analysis Waterdepth=30 m Survival+ Tmax * * SUMMARY OF Dynamic Line Utilisation factors * * * ***************************************************************************************************************

+++ S E L E C T E D V A L U E S +++ =====================================

Heading E1 T+ C1 E1 T+ C2 E1 T- C1 E1 T- C2 E2 T+ C1 E2 T+ C2 E2 T- C1 E2 T- C2 --------- --------- --------- --------- --------- --------- --------- --------- ---------

0.00 3.00 3.00 1.43 1.75 1.56 1.65 1.09 0.85 15.00 3.00 3.00 1.64 1.91 1.86 2.06 1.14 1.16 30.00 3.00 3.00 2.46 2.68 2.87 3.18 1.64 2.02 45.00 3.00 3.00 1.74 2.22 1.71 1.96 1.01 1.35 60.00 3.00 3.00 1.57 2.08 1.45 1.75 0.90 1.19 75.00 3.00 3.00 1.60 2.10 1.59 1.79 1.25 1.40 90.00 3.00 3.00 1.89 2.16 1.95 2.06 1.14 1.20 105.00 3.00 3.00 2.28 2.52 2.58 2.80 1.17 1.65 120.00 3.00 3.00 3.00 3.00 4.00 4.00 2.00 2.34 135.00 3.00 3.00 2.62 2.63 3.04 3.07 1.60 1.38 150.00 3.00 3.00 2.07 1.74 2.32 2.14 1.42 1.03 165.00 3.00 3.00 1.79 1.52 1.76 1.61 0.95 0.93 180.00 3.00 3.00 1.74 1.42 1.64 1.56 0.88 1.09 195.00 3.00 3.00 1.92 1.71 2.10 1.93 1.17 1.15 210.00 3.00 3.00 2.73 2.52 3.12 2.93 2.10 1.70 225.00 3.00 3.00 2.23 1.71 1.92 1.65 1.34 1.00 240.00 3.00 3.00 2.12 1.63 1.77 1.47 1.30 0.89 255.00 3.00 3.00 2.09 1.64 1.83 1.59 1.34 1.22 270.00 3.00 3.00 2.20 1.90 2.11 1.98 1.21 1.18 285.00 3.00 3.00 2.56 2.32 2.86 2.63 1.65 1.19 300.00 3.00 3.00 3.00 3.00 4.00 3.75 2.32 1.81 315.00 3.00 3.00 2.73 2.27 3.01 2.61 1.46 1.53 330.00 3.00 3.00 1.74 2.10 2.10 2.39 1.02 1.38 345.00 3.00 3.00 1.53 1.80 1.59 1.79 0.90 0.93

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project Mooring analysis Waterdepth=30 m * * SUMMARY OF ENVIRONMENTAL FORCES - Operational Tmin Cur Dir 45 * * * ***************************************************************************************************************

+++ S E L E C T E D V A L U E S +++ =====================================

Heading Surge Sway FX Wind FY Wind MZ Wind FX Wave FY Wave MZ Wave FX Drag FY Drag MZ Drag --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------

0.00 0.12 0.63 3.60 -5.60 -0.20 21.50 -33.70 -106.90 4.00 -6.10 1.10 15.00 0.12 1.01 1.90 -6.10 -0.20 12.40 -41.00 -20.50 2.00 -6.80 1.30 30.00 0.01 0.47 0.00 -5.70 -0.10 -0.30 -44.60 42.90 0.00 -6.60 1.20 45.00 0.14 1.08 -1.80 -6.10 -0.20 -12.00 -41.30 95.20 -2.00 -6.80 1.30 60.00 0.13 0.77 -3.50 -5.70 -0.20 -20.90 -34.50 162.90 -4.00 -6.10 1.10 75.00 0.15 0.49 -4.70 -4.50 -0.20 -27.10 -26.00 273.00 -5.00 -4.60 0.90 90.00 0.16 0.41 -5.10 -2.80 -0.20 -29.60 -16.20 357.60 -5.00 -2.80 0.50 105.00 0.15 0.38 -4.70 -1.10 -0.10 -34.20 -8.40 312.10 -4.00 -1.10 0.20 120.00 0.15 0.02 -3.60 0.00 0.00 -35.70 0.40 -16.10 -3.00 0.00 0.00 135.00 0.15 0.34 -4.60 1.00 0.10 -34.30 7.80 -290.10 -4.00 1.10 -0.20 150.00 0.16 0.38 -5.10 2.60 0.10 -30.00 15.50 -355.70 -5.00 2.80 -0.50 165.00 0.14 0.43 -4.70 4.30 0.20 -27.30 25.10 -281.90 -5.00 4.60 -0.90 180.00 0.11 0.66 -3.60 5.60 0.20 -21.50 33.70 -173.20 -4.00 6.10 -1.10 195.00 0.12 0.96 -1.90 6.10 0.20 -12.70 40.80 -100.40 -2.00 6.80 -1.30 210.00 0.01 0.48 -0.10 5.70 0.10 -0.60 44.50 -44.30 0.00 6.60 -1.20 225.00 0.14 1.08 1.80 6.10 0.20 11.80 41.40 15.90 2.00 6.80 -1.30 240.00 0.13 0.71 3.40 5.70 0.20 29.60 16.20 315.60 4.00 6.10 -1.10 255.00 0.15 0.42 4.70 4.50 0.20 29.60 16.20 315.60 5.00 4.60 -0.90 270.00 0.17 0.36 5.10 2.80 0.10 29.60 16.20 315.70 5.00 2.80 -0.50 285.00 0.15 0.33 4.70 1.20 0.10 34.20 8.50 291.60 4.00 1.10 -0.20 300.00 0.15 0.02 3.70 -0.10 0.00 34.20 8.50 292.40 3.00 0.00 0.00 315.00 0.15 0.34 4.80 -1.40 -0.10 34.20 8.50 293.10 4.00 -1.10 0.20 345.00 0.14 0.39 4.80 -4.30 -0.20 27.30 -25.00 -228.70 5.00 -4.60 0.90

Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project Mooring analysis Waterdepth=30 m * * SUMMARY OF ENVIRONMENTAL FORCES - Operational Tmax Cur Dir 45 * * * ***************************************************************************************************************

+++ S E L E C T E D V A L U E S +++ =====================================


0.00 0.56 1.94 3.50 -5.70 -0.20 4.90 -8.10 -5.40 4.00 -6.10 1.10 15.00 0.47 2.00 1.70 -6.10 -0.20 3.50 -12.30 3.30 2.00 -6.80 1.30 30.00 0.08 1.47 0.00 -5.60 -0.10 -0.20 -29.00 27.80 0.00 -6.60 1.20 45.00 0.38 1.64 -1.70 -6.10 -0.20 -3.90 -13.70 22.50 -2.00 -6.80 1.30 60.00 0.48 2.31 -3.40 -5.70 -0.20 -5.80 -9.80 25.20 -4.00 -6.10 1.10 75.00 0.48 2.57 -4.60 -4.50 -0.20 -8.30 -8.10 33.40 -5.00 -4.60 0.90 90.00 0.55 2.62 -5.10 -2.80 -0.20 -13.60 -7.60 49.50 -5.00 -2.80 0.50 105.00 0.80 1.83 -4.70 -1.20 -0.10 -21.50 -5.40 51.40 -4.00 -1.10 0.20 120.00 1.07 0.15 -3.60 0.10 0.00 -37.80 0.50 -4.80 -3.00 0.00 0.00 135.00 0.88 1.86 -4.70 1.20 0.10 -28.40 7.10 -67.50 -4.00 1.10 -0.20 150.00 0.68 2.34 -5.10 2.80 0.10 -16.30 8.90 -58.50 -5.00 2.80 -0.50 165.00 0.64 2.30 -4.70 4.40 0.20 -10.50 9.90 -42.00 -5.00 4.60 -0.90 180.00 0.63 2.22 -3.50 5.60 0.20 -7.40 11.90 -31.80 -4.00 6.10 -1.10 195.00 0.56 2.08 -1.80 6.10 0.20 -5.00 16.70 -28.20 -2.00 6.80 -1.30 210.00 0.11 1.63 -0.10 5.70 0.10 -0.50 35.40 -34.70 0.00 6.60 -1.20 225.00 0.47 2.68 1.70 6.10 0.20 6.30 22.60 -6.30 2.00 6.80 -1.30 240.00 0.65 2.91 3.40 5.70 0.30 17.20 9.60 41.70 4.00 6.10 -1.10 255.00 0.70 2.56 4.60 4.50 0.20 16.60 9.30 40.30 5.00 4.60 -0.90 270.00 0.75 2.06 5.10 2.90 0.10 18.50 10.30 44.90 5.00 2.80 -0.50 285.00 0.88 1.25 4.70 1.20 0.10 26.90 7.00 50.90 4.00 1.10 -0.20 300.00 1.04 0.17 3.60 0.00 0.00 37.10 9.50 68.90 3.00 0.00 0.00 315.00 0.90 1.56 4.70 -1.30 -0.10 30.70 8.10 59.00 4.00 -1.10 0.20 345.00 0.61 1.86 4.70 -4.40 -0.20 7.70 -7.20 -15.90 5.00 -4.60 0.90

Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project Mooring analysis Waterdepth=30 m * * SUMMARY OF ENVIRONMENTAL FORCES - Survival Tmin Cur Dir 45 * * * ***************************************************************************************************************

+++ S E L E C T E D V A L U E S +++ =====================================


0.00 0.47 2.43 14.20 -22.40 -0.90 6.30 -10.00 -9.40 4.00 -6.10 1.10 15.00 0.41 2.35 7.30 -24.50 -0.80 4.90 -16.30 2.40 2.00 -6.80 1.30 30.00 0.03 1.46 -0.10 -22.60 -0.30 -0.30 -41.30 39.80 0.00 -6.60 1.20 45.00 0.33 1.68 -7.10 -24.50 -0.80 -4.00 -13.90 24.10 -2.00 -6.80 1.30 60.00 0.32 2.24 -13.70 -22.70 -0.90 -5.30 -8.80 24.50 -4.00 -6.10 1.10 75.00 0.32 2.55 -18.60 -17.90 -0.80 -8.60 -8.30 38.10 -5.00 -4.60 0.90 90.00 0.43 2.48 -20.40 -11.20 -0.60 -15.40 -8.50 62.60 -5.00 -2.80 0.50 105.00 0.69 1.82 -18.60 -4.60 -0.30 -29.00 -7.20 78.30 -4.00 -1.10 0.20 120.00 1.06 0.18 -14.60 0.20 0.00 -70.80 1.10 -11.60 -3.00 0.00 0.00 135.00 0.81 1.62 -18.40 4.20 0.20 -40.10 9.20 -101.10 -4.00 1.10 -0.20 150.00 0.61 2.47 -20.40 10.60 0.50 -21.80 11.40 -86.20 -5.00 2.80 -0.50 165.00 0.47 2.45 -18.90 17.30 0.70 -10.80 9.90 -47.20 -5.00 4.60 -0.90 180.00 0.48 2.29 -14.30 22.40 0.90 -7.00 11.00 -32.10 -4.00 6.10 -1.10 195.00 0.47 2.05 -7.60 24.50 0.80 -6.40 20.70 -37.40 -2.00 6.80 -1.30 210.00 0.04 1.57 -0.30 22.70 0.50 -0.70 48.80 -47.90 0.00 6.60 -1.20 225.00 0.39 2.43 7.00 24.50 0.90 5.00 17.60 -3.40 2.00 6.80 -1.30 240.00 0.41 2.98 13.70 22.70 1.00 12.60 7.00 36.20 4.00 6.10 -1.10 255.00 0.44 2.75 18.60 17.90 0.90 13.50 7.50 38.70 5.00 4.60 -0.90 270.00 0.54 2.18 20.40 11.30 0.60 17.90 9.90 51.30 5.00 2.80 -0.50 285.00 0.77 1.30 18.70 4.60 0.30 35.50 8.90 76.40 4.00 1.10 -0.20 300.00 1.15 0.30 14.80 -0.40 -0.10 69.60 16.90 145.50 3.00 0.00 0.00 315.00 0.79 1.40 18.90 -5.10 -0.50 39.30 10.50 90.50 4.00 -1.10 0.20 345.00 0.43 2.26 18.90 -17.30 -0.70 8.80 -8.10 -21.90 5.00 -4.60 0.90

Page 4 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 8 February, 2010 * * Test Mooring Project Mooring analysis Waterdepth=30 m * * SUMMARY OF ENVIRONMENTAL FORCES - Survival Tmax Cur Dir 45 * * * ***************************************************************************************************************

+++ S E L E C T E D V A L U E S +++ =====================================


0.00 0.53 3.19 14.10 -22.50 -0.90 1.90 -3.10 -0.40 4.00 -6.10 1.10 15.00 0.40 2.73 7.10 -24.50 -0.80 1.20 -4.00 1.90 2.00 -6.80 1.30 30.00 0.13 2.23 -0.10 -22.50 -0.50 0.00 -8.70 8.30 0.00 -6.60 1.20 45.00 0.28 1.22 -7.00 -24.50 -0.80 -0.90 -3.10 4.40 -2.00 -6.80 1.30 60.00 0.43 1.63 -13.70 -22.70 -0.80 -1.30 -2.10 4.30 -4.00 -6.10 1.10 75.00 0.63 2.60 -18.60 -17.90 -0.80 -3.40 -3.20 9.30 -5.00 -4.60 0.90 90.00 1.03 2.39 -20.40 -11.30 -0.60 -3.30 -1.80 7.40 -5.00 -2.80 0.50 105.00 1.58 1.61 -18.70 -4.70 -0.30 -3.70 -0.90 5.10 -4.00 -1.10 0.20 120.00 2.47 0.21 -14.50 0.20 0.00 -11.10 0.10 -0.70 -3.00 0.00 0.00 135.00 1.61 2.28 -18.80 5.00 0.20 -6.90 1.80 -10.00 -4.00 1.10 -0.20 150.00 1.21 3.27 -20.40 11.00 0.50 -5.10 2.80 -11.40 -5.00 2.80 -0.50 165.00 0.59 2.74 -18.80 17.50 0.70 -2.00 1.80 -5.30 -5.00 4.60 -0.90 180.00 0.56 2.41 -14.10 22.50 0.80 -1.30 2.00 -4.20 -4.00 6.10 -1.10 195.00 0.63 2.20 -7.40 24.50 0.90 -1.20 4.10 -6.00 -2.00 6.80 -1.30 210.00 0.25 2.12 -0.30 22.60 0.60 -0.20 14.20 -13.70 0.00 6.60 -1.20 225.00 0.39 2.87 6.80 24.50 0.90 1.50 5.50 -2.70 2.00 6.80 -1.30 240.00 0.54 3.81 13.60 22.80 1.00 4.30 2.40 4.80 4.00 6.10 -1.10 255.00 0.86 3.54 18.50 18.00 0.90 4.50 2.50 5.10 5.00 4.60 -0.90 270.00 1.25 2.06 20.40 11.40 0.60 3.70 2.10 4.10 5.00 2.80 -0.50 285.00 1.68 1.29 18.90 5.10 0.30 7.40 2.00 6.60 4.00 1.10 -0.20 300.00 2.47 0.70 14.50 0.10 0.00 14.50 4.10 13.20 3.00 0.00 0.00 315.00 1.09 1.93 18.40 -4.30 -0.20 5.70 1.70 5.30 4.00 -1.10 0.20 345.00 0.49 2.62 18.90 -17.40 -0.80 1.80 -1.60 -1.60 5.00 -4.60 0.90

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