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Project
Name Project
Hydrodynamic Solver Unit System Metric: kg, m [N]
Export CSV Separator Definition Current Windows Regional Preferences: ","
Date of Creation 4/22/2024 6:57:51 AM
Last Modified 4/23/2024 12:41:30 AM
Data Folder Root C:\Users\Lenovo\Desktop\s&b_files\dp0\AQW\AQW
Product Version 2024 R1

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Contents
l Units

l Model (B3, C3)

¡ Geometry
n BUOY
n Upper Buoy
n Lower Buoy
n BUOY Axes
n Connection Point 3 to ship
n Connection Point 4 to ship
n Connection Point 11
n Connection Point 12
n Connection Point 13
n Connection Point 14
n Point Mass
n Fixed Points
n Fixed Point 11
n Fixed Point 12
n Fixed Point 13
n Fixed Point 14
n SHIP
n Lower ship
n Upper ship
n SHIP Axes
n Connection Point 1
n Connection Point 2
n Point Mass
¡ Connections
n Connection Data
n Catenary Section 1
n Catenary Section 2
n Catenary Section 3
n Cable 1 ship to buoy
n Cable 2 ship to buoy
n Cable 3
n Cable 4
n Cable 5
n Cable 6
¡ Mesh
¡ Hydrodynamic Diffraction (B4)
n Analysis Settings
n Structure Selection
n Wave Directions
n Wave Frequencies
n Solution (B5)
n Hydrostatic
n Hydrostatic
n Pressures and Motions
¡ Hydrodynamic Response (C4)
n Analysis Settings
n Solution (C5)
n Animation
n Parameters vs Iteration Step
n Cable Forces, Whole Cable Forces
n Parameters vs Iteration Step
n Structure Position, Actual Response
n Parameters vs Iteration Step
n Structure Position, Actual Response
n Structure Position, Actual Response
n Structure Position, Actual Response
n Structure Position, Actual Response
n Structure Position, Actual Response
n Structure Position, Actual Response

Units
TABLE 1
Length Meter
Mass Kilogram
Angle Degree
Force Newton

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Frequency Hertz
Time Second

Model (B3, C3)

Geometry
TABLE 2
Model (B3, C3) > Geometry
Name Geometry
State Fully Defined
Details of Geometry
Attached Assembly Path C:\Users\Lenovo\Desktop\s&b_files\dp0\Geom\DM\Geom.agdb
Environment Constants
Water Depth 500 m
Water Density 1025 kg/m³
Gravity 9.80665 m/s²
Water Size X 1000 m
Water Size Y 1000 m
Stability/Time Response-Specific Options
Tube Drag Coefficients Defined in Line Body Details
Seabed Inline Friction Coefficient 0.0
Seabed Lateral Friction Coefficient 0.0
Composite Cable Seabed Definition
Seabed Type No Composite Cable Seabed
Import Preferences
Import Solid Bodies No
Import Surface Bodies Yes
Import Line Bodies Yes

BUOY
TABLE 3
Model (B3, C3) > Geometry > Part
Name BUOY
State Fully Defined
Details of BUOY
Part Visibility Visible
Activity Not Suppressed
Part Color 14606046
Mass Properties
Total Mass 2023602.11546 kg
Center of Gravity X 6.15542871113023E-02 m
Center of Gravity Y -9.64962703289244E-03 m
Center of Gravity Z 5m
Moment of Inertia Ixx 118519156351377 kg.m²
Moment of Inertia Ixy 0.0 kg.m²
Moment of Inertia Ixz 0.0 kg.m²
Moment of Inertia Iyy 118519156351377 kg.m²
Moment of Inertia Iyz 0.0 kg.m²
Moment of Inertia Izz 498797685439108 kg.m²
Advanced Options
Generate Internal Lid No
Current Calculation Position At Fixed Depth
Current Calculation Depth 0.0 m
Submerged Structure Detection Program Controlled
Override Calculated GMX No
Override Calculated GMY No
Fixity Options
Structure Fixity Structure is Free to Move
Force Multiplying Factors
Drag Multiplying Factor 1
Mass Multiplying Factor 1
Slam Multiplying Factor 0.0
Shear Force/Bending Moment Options
Calculate Shear Force/Bending Moment Not Permitted for Multiple Structures

TABLE 4
Model (B3, C3) > Geometry > BUOY > Body
Name Upper Buoy
State Fully Defined
Details of Upper Buoy
Body Visibility Visible
Activity Not Suppressed
Body Color Definition Inherited from Part

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Structure Type Physical Geometry

Surface Type Program Controlled

TABLE 5
Model (B3, C3) > Geometry > BUOY > Body
Name Lower Buoy
State Fully Defined
Details of Lower Buoy
Body Visibility Visible
Activity Not Suppressed
Body Color Definition Inherited from Part
Structure Type Physical Geometry
Surface Type Program Controlled

TABLE 6
Model (B3, C3) > Geometry > BUOY > Axes
Name BUOY Axes
State Fully Defined
Details of BUOY Axes
Visibility Visible
Axes Alignment
Alignment Method Global Axes
Rotation About Global Z 0.0°
Rotation About Local Y 0.0°
Rotation About Local X 0.0°
Unit Vector X [1, 0.0, 0.0]
Unit Vector Y [0.0, 1, 0.0]
Unit Vector Z [0.0, 0.0, 1]

TABLE 7
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 3 to ship
State Fully Defined
Details of Connection Point 3 to ship
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 8m
Y 4m
Z 0.0 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 8
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 4 to ship
State Fully Defined
Details of Connection Point 4 to ship
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 8m
Y -4 m
Z 0.0 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 9
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 11
State Fully Defined
Details of Connection Point 11
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 8m
Y 8m
Z -5 m

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Hydrodynamic Response Nodal Motions Output

Include in Results Yes

TABLE 10
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 12
State Fully Defined
Details of Connection Point 12
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 8m
Y -8 m
Z -5 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 11
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 13
State Fully Defined
Details of Connection Point 13
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X -8 m
Y -8 m
Z -5 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 12
Model (B3, C3) > Geometry > BUOY > Connection Point
Name Connection Point 14
State Fully Defined
Details of Connection Point 14
Visibility Visible
Point Definition
Type Attached to Structure
Structure BUOY
Definition of Position X, Y and Z Coordinates
Position Coordinates
X -8 m
Y 8m
Z -5 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 13
Model (B3, C3) > Geometry > BUOY > Structural Mass
Name Point Mass
State Fully Defined
Details of Point Mass
Visibility Visible
Activity Not Suppressed
Point Mass Properties
Mass Definition Program Controlled
X 6.15542871113023E-02 m
Y -9.64962703289244E-03 m
Z 5m
Mass 2023602.11545745 kg
Inertia Properties
Define Inertia Values By Radius of Gyration
Kxx 7653 m
Kyy 7653 m
Kzz 15700 m
Ixx 118519156351377 kg.m²
Ixy 0.0 kg.m²
Ixz 0.0 kg.m²
Iyy 118519156351377 kg.m²
Iyz 0.0 kg.m²

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Izz 498797685439108 kg.m²

Fixed Points
TABLE 14
Model (B3, C3) > Geometry > Fixed Points
Name Fixed Points
State Fully Defined
Details of Fixed Points
Visibility Visible

TABLE 15
Model (B3, C3) > Geometry > Fixed Points > Connection Point
Name Fixed Point 11
State Fully Defined
Details of Fixed Point 11
Visibility Visible
Point Definition
Type Fixed
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 250 m
Y 250 m
Z -500 m

TABLE 16
Model (B3, C3) > Geometry > Fixed Points > Connection Point
Name Fixed Point 12
State Fully Defined
Details of Fixed Point 12
Visibility Visible
Point Definition
Type Fixed
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 250 m
Y -250 m
Z -500 m

TABLE 17
Model (B3, C3) > Geometry > Fixed Points > Connection Point
Name Fixed Point 13
State Fully Defined
Details of Fixed Point 13
Visibility Visible
Point Definition
Type Fixed
Definition of Position X, Y and Z Coordinates
Position Coordinates
X -250 m
Y -250 m
Z -500 m

TABLE 18
Model (B3, C3) > Geometry > Fixed Points > Connection Point
Name Fixed Point 14
State Fully Defined
Details of Fixed Point 14
Visibility Visible
Point Definition
Type Fixed
Definition of Position X, Y and Z Coordinates
Position Coordinates
X -250 m
Y 250 m
Z -500 m

SHIP
TABLE 19
Model (B3, C3) > Geometry > Part
Name SHIP
State Fully Defined
Details of SHIP
Part Visibility Visible
Activity Not Suppressed

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Part Color 15454648

Mass Properties
Total Mass 88769665.52687 kg
Center of Gravity X 208.66912502202 m
Center of Gravity Y -2.00973623958929E-02 m
Center of Gravity Z 12 m
Moment of Inertia Ixx 14818000695.6051 kg.m²
Moment of Inertia Ixy 0.0 kg.m²
Moment of Inertia Ixz 0.0 kg.m²
Moment of Inertia Iyy 293494706648.225 kg.m²
Moment of Inertia Iyz 0.0 kg.m²
Moment of Inertia Izz 317443874710.72 kg.m²
Advanced Options
Generate Internal Lid No
Current Calculation Position At Fixed Depth
Current Calculation Depth 0.0 m
Submerged Structure Detection Program Controlled
Override Calculated GMX No
Override Calculated GMY No
Fixity Options
Structure Fixity Structure is Free to Move
Force Multiplying Factors
Drag Multiplying Factor 1
Mass Multiplying Factor 1
Slam Multiplying Factor 0.0
Shear Force/Bending Moment Options
Calculate Shear Force/Bending Moment Not Permitted for Multiple Structures

TABLE 20
Model (B3, C3) > Geometry > SHIP > Body
Name Lower ship
State Fully Defined
Details of Lower ship
Body Visibility Visible
Activity Not Suppressed
Body Color Definition Inherited from Part
Structure Type Physical Geometry
Surface Type Program Controlled

TABLE 21
Model (B3, C3) > Geometry > SHIP > Body
Name Upper ship
State Fully Defined
Details of Upper ship
Body Visibility Visible
Activity Not Suppressed
Body Color Definition Inherited from Part
Structure Type Physical Geometry
Surface Type Program Controlled

TABLE 22
Model (B3, C3) > Geometry > SHIP > Axes
Name SHIP Axes
State Fully Defined
Details of SHIP Axes
Visibility Visible
Axes Alignment
Alignment Method Global Axes
Rotation About Global Z 0.0°
Rotation About Local Y 0.0°
Rotation About Local X 0.0°
Unit Vector X [1, 0.0, 0.0]
Unit Vector Y [0.0, 1, 0.0]
Unit Vector Z [0.0, 0.0, 1]

TABLE 23
Model (B3, C3) > Geometry > SHIP > Connection Point
Name Connection Point 1
State Fully Defined
Details of Connection Point 1
Visibility Visible
Point Definition
Type Attached to Structure
Structure SHIP
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 100 m

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Y 10 m
Z 10 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 24
Model (B3, C3) > Geometry > SHIP > Connection Point
Name Connection Point 2
State Fully Defined
Details of Connection Point 2
Visibility Visible
Point Definition
Type Attached to Structure
Structure SHIP
Definition of Position X, Y and Z Coordinates
Position Coordinates
X 100 m
Y -10 m
Z 10 m
Hydrodynamic Response Nodal Motions Output
Include in Results Yes

TABLE 25
Model (B3, C3) > Geometry > SHIP > Structural Mass
Name Point Mass
State Fully Defined
Details of Point Mass
Visibility Visible
Activity Not Suppressed
Point Mass Properties
Mass Definition Program Controlled
X 208.66912502202 m
Y -2.00973623958929E-02 m
Z 12 m
Mass 88769665.5268734 kg
Inertia Properties
Define Inertia Values By Radius of Gyration
Kxx 12.92 m
Kyy 57.5 m
Kzz 59.8 m
Ixx 14818000695.6051 kg.m²
Ixy 0.0 kg.m²
Ixz 0.0 kg.m²
Iyy 293494706648.225 kg.m²
Iyz 0.0 kg.m²
Izz 317443874710.72 kg.m²

Connections
TABLE 26
Model (B3, C3) > Connections
Name Connections
State Fully Defined
Details of Connections

TABLE 27
Model (B3, C3) > Connections
Aqwa
Activity Connection Type Connectivity First Attachment Second Attachment
Index
Cable 1 ship to Nonlinear Connection Point 1 Connection Point 3 to ship
buoy ✓ Cable 1
Catenary
Structure to Structure
(SHIP) (BUOY)
Cable 2 ship to Nonlinear Connection Point 2 Connection Point 4 to ship
buoy ✓ Cable 2
Catenary
Structure to Structure
(SHIP) (BUOY)
Nonlinear Fixed Point to
Cable 3 ✓ Cable 3
Catenary Structure
Fixed Point 11 (Fixed) Connection Point 11 (BUOY)
Nonlinear Fixed Point to
Cable 4 ✓ Cable 4
Catenary Structure
Fixed Point 12 (Fixed) Connection Point 12 (BUOY)
Nonlinear Fixed Point to
Cable 5 ✓ Cable 5
Catenary Structure
Fixed Point 13 (Fixed) Connection Point 13 (BUOY)
Nonlinear Fixed Point to
Cable 6 ✓ Cable 6
Catenary Structure
Fixed Point 14 (Fixed) Connection Point 14 (BUOY)

TABLE 28
Model (B3, C3) > Connections > Connection Data
Name Connection Data
State Fully Defined
Details of Connection Data

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TABLE 29
Model (B3, C3) > Connections > Connection Data > Catenary Section
Name Catenary Section 1
State Fully Defined
Details of Catenary Section 1
Section Properties
Mass/Unit Length 150 kg/m
Equivalent Cross-Sectional Area 0.01 m²
Stiffness, EA 600000000 N
Maximum Expected Tension 7500000 N
Bending Stiffness, EI 0.0 N.m²
Axial Stiffness Coefficient k1 0.0 N
Axial Stiffness Coefficient k2 0.0 N
Axial Stiffness Coefficient k3 0.0 N
Section Hydrodynamic Properties
Added Mass Coefficient 1
Transverse Drag Coefficient 1
Equivalent Diameter 0.1 m
Longitudinal Drag Coefficient 0.025

TABLE 30
Model (B3, C3) > Connections > Connection Data > Catenary Section
Name Catenary Section 2
State Fully Defined
Details of Catenary Section 2
Section Properties
Mass/Unit Length 120 kg/m
Equivalent Cross-Sectional Area 0.01 m²
Stiffness, EA 900000000 N
Maximum Expected Tension 7500000 N
Bending Stiffness, EI 0.0 N.m²
Axial Stiffness Coefficient k1 0.0 N
Axial Stiffness Coefficient k2 0.0 N
Axial Stiffness Coefficient k3 0.0 N
Section Hydrodynamic Properties
Added Mass Coefficient 1
Transverse Drag Coefficient 1
Equivalent Diameter 0.1 m
Longitudinal Drag Coefficient 0.025

TABLE 31
Model (B3, C3) > Connections > Connection Data > Catenary Section
Name Catenary Section 3
State Fully Defined
Details of Catenary Section 3
Section Properties
Mass/Unit Length 170 kg/m
Equivalent Cross-Sectional Area 0.01 m²
Stiffness, EA 600000000 N
Maximum Expected Tension 7500000 N
Bending Stiffness, EI 0.0 N.m²
Axial Stiffness Coefficient k1 0.0 N
Axial Stiffness Coefficient k2 0.0 N
Axial Stiffness Coefficient k3 0.0 N
Section Hydrodynamic Properties
Added Mass Coefficient 1
Transverse Drag Coefficient 1
Equivalent Diameter 0.1 m
Longitudinal Drag Coefficient 0.025

TABLE 32
Model (B3, C3) > Connections > Cable
Name Cable 1 ship to buoy
State Fully Defined
Details of Cable 1 ship to buoy
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Structure to Structure
Start Connection Point Connection Point 1 (SHIP)
End Connection Point Connection Point 3 to ship (BUOY)
Initial Attachment Point Separation 92.736184954957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection

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Section 1: Type Catenary Section 1

Section 1: Length 30 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2
Section 2: Length 35 m
Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 40 m
Section 4: Type None
Cable Properties
Seabed Touchdown Expected No
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 101929.141 N
Initial Cable Tension at End 93854.008 N

TABLE 33
Model (B3, C3) > Connections > Cable 1 ship to buoy
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3
Section Length (m) 30 - 35 - 40
Mass / Unit Length (kg/m) 150 - 120 - 170
Equivalent CSA (m²) 0.01 - 0.01 - 0.01
Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

TABLE 34
Model (B3, C3) > Connections > Cable
Name Cable 2 ship to buoy
State Fully Defined
Details of Cable 2 ship to buoy
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Structure to Structure
Start Connection Point Connection Point 2 (SHIP)
End Connection Point Connection Point 4 to ship (BUOY)
Initial Attachment Point Separation 92.736184954957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection
Section 1: Type Catenary Section 1
Section 1: Length 30 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2
Section 2: Length 35 m
Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 40 m
Section 4: Type None
Cable Properties
Seabed Touchdown Expected No
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 101929.141 N
Initial Cable Tension at End 93854.008 N

TABLE 35
Model (B3, C3) > Connections > Cable 2 ship to buoy
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3

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Section Length (m) 30 - 35 - 40

Mass / Unit Length (kg/m) 150 - 120 - 170
Equivalent CSA (m²) 0.01 - 0.01 - 0.01
Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

TABLE 36
Model (B3, C3) > Connections > Cable
Name Cable 3
State Fully Defined
Details of Cable 3
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Fixed Point to Structure
Start Fixed Point Fixed Point 11 (Fixed)
End Connection Point Connection Point 11 (BUOY)
Initial Attachment Point Separation 601.791492129957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection
Section 1: Type Catenary Section 1
Section 1: Length 200 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2
Section 2: Length 200 m
Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 250 m
Section 4: Type None
Cable Properties
Negative dZ Range of Expected Connection Point Vertical Motion 10 m
Positive dZ Range of Expected Connection Point Vertical Motion 10 m
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 187500.516 N
Initial Cable Tension at End 861194.688 N

TABLE 37
Model (B3, C3) > Connections > Cable 3
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3
Section Length (m) 200 - 200 - 250
Mass / Unit Length (kg/m) 150 - 120 - 170
Equivalent CSA (m²) 0.01 - 0.01 - 0.01
Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

TABLE 38
Model (B3, C3) > Connections > Cable

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Name Cable 4
State Fully Defined
Details of Cable 4
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Fixed Point to Structure
Start Fixed Point Fixed Point 12 (Fixed)
End Connection Point Connection Point 12 (BUOY)
Initial Attachment Point Separation 601.791492129957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection
Section 1: Type Catenary Section 1
Section 1: Length 200 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2
Section 2: Length 200 m
Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 250 m
Section 4: Type None
Cable Properties
Negative dZ Range of Expected Connection Point Vertical Motion 10 m
Positive dZ Range of Expected Connection Point Vertical Motion 10 m
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 187500.516 N
Initial Cable Tension at End 861194.688 N

TABLE 39
Model (B3, C3) > Connections > Cable 4
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3
Section Length (m) 200 - 200 - 250
Mass / Unit Length (kg/m) 150 - 120 - 170
Equivalent CSA (m²) 0.01 - 0.01 - 0.01
Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

TABLE 40
Model (B3, C3) > Connections > Cable
Name Cable 5
State Fully Defined
Details of Cable 5
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Fixed Point to Structure
Start Fixed Point Fixed Point 13 (Fixed)
End Connection Point Connection Point 13 (BUOY)
Initial Attachment Point Separation 601.791492129957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection
Section 1: Type Catenary Section 1
Section 1: Length 200 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2

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Section 2: Length 200 m

Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 250 m
Section 4: Type None
Cable Properties
Negative dZ Range of Expected Connection Point Vertical Motion 10 m
Positive dZ Range of Expected Connection Point Vertical Motion 10 m
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 187500.469 N
Initial Cable Tension at End 861194.625 N

TABLE 41
Model (B3, C3) > Connections > Cable 5
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3
Section Length (m) 200 - 200 - 250
Mass / Unit Length (kg/m) 150 - 120 - 170
Equivalent CSA (m²) 0.01 - 0.01 - 0.01
Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

TABLE 42
Model (B3, C3) > Connections > Cable
Name Cable 6
State Fully Defined
Details of Cable 6
Visibility Visible
Activity Not Suppressed
General Attributes
Type Nonlinear Catenary
Connectivity Fixed Point to Structure
Start Fixed Point Fixed Point 14 (Fixed)
End Connection Point Connection Point 14 (BUOY)
Initial Attachment Point Separation 601.791492129957 m (Point to Point)
Cable Dynamics Properties
Use Dynamics Defer to Analysis Settings "Use Cable Dynamics" option
Number of Elements 100
Catenary Section Selection
Section 1: Type Catenary Section 1
Section 1: Length 200 m
Joint 1/2: Mass/Buoyancy None
Section 2: Type Catenary Section 2
Section 2: Length 200 m
Joint 2/3: Mass/Buoyancy None
Section 3: Type Catenary Section 3
Section 3: Length 250 m
Section 4: Type None
Cable Properties
Negative dZ Range of Expected Connection Point Vertical Motion 10 m
Positive dZ Range of Expected Connection Point Vertical Motion 10 m
Number of Vertical Partitions 15
Number of X Coordinates 40
Initial Cable Data
Initial Cable Tension at Start 187500.469 N
Initial Cable Tension at End 861194.625 N

TABLE 43
Model (B3, C3) > Connections > Cable 6
Section 1 Joint 1-2 Section 2 Joint 2-3 Section 3
Type Catenary Section 1 None Catenary Section 2 None Catenary Section 3
Section Length (m) 200 - 200 - 250
Mass / Unit Length (kg/m) 150 - 120 - 170

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Equivalent CSA (m²) 0.01 - 0.01 - 0.01

Stiffness, EA (N) 600000000 - 900000000 - 600000000
Maximum Tension (N) 7500000 - 7500000 - 7500000
Bending Stiffness, EI (N.m²) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k1 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k2 (N) 0.0 - 0.0 - 0.0
Axial Stiffness Coefficient k3 (N) 0.0 - 0.0 - 0.0
Added Mass Coefficient 1 - 1 - 1
Transverse Drag Coefficient 1 - 1 - 1
Equivalent Diameter (m) 0.1 - 0.1 - 0.1
Longitudinal Drag Coefficient 0.025 - 0.025 - 0.025
Structural Mass (kg) - - - - -
Displaced Mass of Water (kg) - - - - -
Added Mass (kg) - - - - -
Coefficient of Drag * Area (m²) - - - - -

Mesh
TABLE 44
Model (B3, C3) > Mesh
Name Mesh
State Meshed
Details of Mesh
Mesh Parameters
Element Size Default (5.52755 m)
Maximum Allowed Frequency 0.18667 Hz
Waterline Node Generation
Create Automatic Waterline Nodes Yes
Connection Tolerance Default (0.55276 m)
Generated Mesh Information
Display Mesh Metric None
Display Information For All Structures
Total Nodes 790
Total Elements 753

Hydrodynamic Diffraction (B4)

TABLE 45
Model (B3, C3) > Analysis
Name Hydrodynamic Diffraction (B4)
State Solved
Details of Hydrodynamic Diffraction
Analysis Type Hydrodynamic Diffraction/Radiation

TABLE 46
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Analysis Settings
Name Analysis Settings
State Fully Defined
Details of Analysis Settings
External Operation before Solving None
External Operation after Solving None
Parallel Processing Program Controlled
Generate Wave Grid Pressures Yes
Wave Grid Resolution Standard (81 x 51)
Wave Grid Size Factor 2
Common Analysis Options
Ignore Modeling Rule Violations Yes
Calculate Extreme Low/High Frequencies Yes
Include Multi-Directional Wave Interaction Yes
Near Field Solution Program Controlled
Linearized Morison Drag No
QTF Options
Calculate Full QTF Matrix Yes
Output File Options
Source Strengths No
Potentials No
Centroid Pressures No
Element Properties No
ASCII Hydrodynamic Database No
Example of Hydrodynamic Database No
Generate AHD Pressure Output No

TABLE 47
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Structure Selection
Name Structure Selection
State Fully Defined

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Details of Structure Selection

Structures to Exclude None
Group of Structures
Interacting Structure Group 1 All
Interacting Structure Group 2 None
Motion Locks
Apply Motion Lock to Group 1 No
Structure Ordering
Structure 1 BUOY
Structure 2 SHIP

TABLE 48
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Wave Direction
Name Wave Directions
State Fully Defined
Details of Wave Directions
Visibility Visible
Type Range of Directions, No Forward Speed
Required Wave Input
Wave Range -180° to 180°
Interval 45°
Number of Intermediate Directions 7
Optional Wave Directions A
Additional Range None
Optional Wave Directions B
Additional Range None
Optional Wave Directions C
Additional Range None
Optional Wave Directions D
Additional Range None

TABLE 49
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Wave Directions
Direction Number Wave Direction (°)
1 -180
2 -135
3 -90
4 -45
5 0.0
6 45
7 90
8 135
9 180

TABLE 50
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Wave Frequency
Name Wave Frequencies
State Fully Defined
Details of Wave Frequencies
Intervals Based Upon Frequency
Incident Wave Frequency/Period Definition
Range Program Controlled
Total Number of Frequencies 20

FIGURE 1
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Wave Frequencies

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TABLE 51
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Wave Frequencies
Number Wave Frequency (Hz)
1 0.01592
2 0.0249
3 0.03389
4 0.04288
5 0.05186
6 0.06085
7 0.06984
8 0.07883
9 0.08781
10 0.0968
11 0.10579
12 0.11477
13 0.12376
14 0.13275
15 0.14174
16 0.15072
17 0.15971
18 0.1687
19 0.17768
20 0.18667

Solution (B5)
TABLE 52
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Solution (B5) > Hydrostatic Results
Name Hydrostatic
State Solved
Details of Hydrostatic
Structure SHIP
Graphical Representation
Show Center of Gravity Yes
Show Center of Buoyancy Yes
Show Center of Floatation Yes
Results
Actual Displaced Volume 86604.547 m³
Metacentric Height GMX -7.1305561 m
Out of Balance Force/Weight, Fz -2.9407e-7

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Hydrostatic Results

Structure SHIP

Hydrostatic Stiffness
Center of Gravity (CoG) Position: X: 208.66913 m Y: -2.0097e-2 m Z: 12. m

Z RX RY
Heave (Z): 79906328 N/m 27587.711 N/° 4915785. N/°
Roll (RX): 1580659.4 -1.08339e8
N.m/m N.m/° 124270.43 N.m/°
Pitch (RY): 2.81654e8
N.m/m 124270.43 N.m/° 4.9248e9 N.m/°

Hydrostatic Displacement Properties

Actual Volumetric Displacement: 86604.547 m³
Equivalent Volumetric Displacement: 86604.555 m³

Center of Buoyancy (CoB) Position: X: 208.41325 m Y: -1.1426e-3 m Z: -5.6275768 m

Out of Balance Forces/Weight: FX: -1.7231e-9 FY: 5.5821e-9 FZ: -2.9407e-7
Out of Balance Moments/Weight: MX: 1.8955e-2 m MY: 0.2558735 m MZ: 2.8259e-7 m

Cut Water Plane Properties

Cut Water Plane Area: 7949.4414 m²
Center of Floatation: X: 205.14433 m Y: -3.156e-4 m
Principal 2nd Moments of Area: X: 909089.75 m⁴ Y: 29499434 m⁴
Angle between Principal X Axis and Global
X Axis: 3.0876e-4°

Small Angle Stability Parameters with respect to Principal Axes

CoG to CoB (BG): 17.627577 m
Metacentric Heights (GMX/GMY): -7.1305561 m 322.99466 m
CoB to Metacentre (BMX/BMY): 10.497021 m 340.62222 m
Restoring Moments (MX/MY): -1.08339e8
N.m/° 4.90747e9 N.m/°

TABLE 53
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Solution (B5) > Hydrostatic Results
Name Hydrostatic
State Solved
Details of Hydrostatic
Structure BUOY
Graphical Representation
Show Center of Gravity Yes
Show Center of Buoyancy Yes
Show Center of Floatation Yes
Results
Actual Displaced Volume 1974.2457 m³
Metacentric Height GMX -5.5688138 m
Out of Balance Force/Weight, Fz -2.0156e-7

Hydrostatic Results

Structure BUOY

Hydrostatic Stiffness
Center of Gravity (CoG) Position: X: 6.1554e-2 m Y: -9.6496e-3 m Z: 5. m

Z RX RY
Heave (Z): 2720433. N/m 41.886402 N/° 2912.3176 N/°
Roll (RX): 2399.9141 -1928698.3
N.m/m N.m/° 5.01127 N.m/°
Pitch (RY): 166863.52 -1928615.3
N.m/m 5.01127 N.m/° N.m/°

Hydrostatic Displacement Properties

Actual Volumetric Displacement: 1974.2457 m³
Equivalent Volumetric Displacement: 1974.246 m³

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Center of Buoyancy (CoB) Position: X: 6.1646e-2 m Y: -9.75e-3 m Z: -3.522357 m

Out of Balance Forces/Weight: FX: -1.2598e-8 FY: -2.3621e-9 FZ: -2.0156e-7
Out of Balance Moments/Weight: MX: -1.0033e-4 m MY: -9.141e-5 m MZ: 5.669e-8 m

Cut Water Plane Properties

Cut Water Plane Area: 270.64093 m²
Center of Floatation: X: 2.1688e-4 m Y: -8.7674e-3 m
Principal 2nd Moments of Area: X: 5831.02 m⁴ Y: 5831.564 m⁴
Angle between Principal X Axis and Global
X Axis: 88.535034°

Small Angle Stability Parameters with respect to Principal Axes

CoG to CoB (BG): 8.522357 m
Metacentric Heights (GMX/GMY): -5.5688138 m -5.5685382 m
CoB to Metacentre (BMX/BMY): 2.9535432 m 2.9538188 m
Restoring Moments (MX/MY): -1928793.9 -1928698.4
N.m/° N.m/°

TABLE 54
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Solution (B5) > Pressures and Motions Results
Name Pressures and Motions
State Solved
Details of Pressures and Motions
Structure Selection All
Result Selection
Frequency 0.01592 Hz
Direction -180°
Incident Wave Amplitude 1m
Result Type Phase Angle
Wave Position (Phase) 0°
Contour Selection
Contour Type Structure Interpolated Pressure
Water Elements Shown As Opaque
Non-Diffracting Elements Shown As Opaque
Pressure Measurement Head of Water
Display RAO-Based Motions Yes
Component Selection
Include Incident Wave Yes
Include Diffracted Wave Yes
Include Radiation Wave Yes
Include Hydrostatic Varying Yes
Results
Minimum Value -2.30779832423475E-02 m
Maximum Value 4.25877976825208E-03 m

FIGURE 2
Model (B3, C3) > Hydrodynamic Diffraction (B4) > Solution (B5) > Pressures and Motions

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Hydrodynamic Response (C4)

TABLE 55
Model (B3, C3) > Analysis
Name Hydrodynamic Response (C4)
State Solved
Details of Hydrodynamic Response
Analysis Type Hydrodynamic Equilibrium

TABLE 56
Model (B3, C3) > Hydrodynamic Response (C4) > Analysis Settings
Name Analysis Settings
State Fully Defined
Details of Analysis Settings
Computation Type Stability Analysis
External Operation before Solving None
External Operation after Solving None
Parallel Processing Program Controlled
Use Cable Dynamics Yes
Equilibrium Specific Options
Output Global Stiffness Matrix Yes
Require Convergence for Subsequent Analyses Yes
Starting Position Based on Geometry
Iteration and Convergence Limits
Maximum Number of Iterations 500
Movement Limitations per Iteration Step Program Controlled
Maximum Error in Equilibrium Position Program Controlled
Common Analysis Options
Use Linear Stiffness Matrix to Calculate Hydrostatic and Froude-Krylov No
Apply Drift Force with Multi-Directional Wave Interaction No
Output File Options
Axis System for Joint Reactions Fixed Reference Axes
Data List Yes
Element Properties No
Dynamic Cable/Tether Drag No

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Solution (C5)
TABLE 57
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Time History Motions Results
Name Animation
State Solved
Details of Animation

FIGURE 3
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Animation

TABLE 58
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Hydrodynamic Graph Results
Name Parameters vs Iteration Step
State Solved
Details of Parameters vs Iteration Step
Presentation Method Line
Axes Selection Parameters vs Iteration Step
Export CSV File Select CSV File...
Line A
Initial Value 67425.8125 N
Final Value 1215.86133 N

FIGURE 4
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step

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TABLE 59
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Cable Forces, Whole Cable Forces
State Fully Defined
Details of Cable Forces, Whole Cable Forces
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure BUOY
Type Cable Forces
SubType Whole Cable Forces
Connection Cable 1 ship to buoy
Component Global X
Line Values
Initial Value 67425.8125 N
Final Value 1215.86133 N

TABLE 60
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Hydrodynamic Graph Results
Name Parameters vs Iteration Step
State Solved
Details of Parameters vs Iteration Step
Presentation Method Line
Axes Selection Parameters vs Iteration Step
Export CSV File Select CSV File...
Line A
Initial Value 209.01389 m
Final Value 127.25379 m

FIGURE 5
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step

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TABLE 61
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Distance
Reference Point Center of Gravity (SHIP)
Motion Relative To Origin of Fixed Reference Axes (FRA)
Line Values
Initial Value 209.01389 m
Final Value 127.25379 m

TABLE 62
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Hydrodynamic Graph Results
Name Parameters vs Iteration Step
State Solved
Details of Parameters vs Iteration Step
Presentation Method Line
Axes Selection Parameters vs Iteration Step
Export CSV File Select CSV File...
Line A
Initial Value 208.66913 m
Final Value 126.66913 m
Line B
Initial Value -0.0201 m
Final Value 2.13637 m
Line C
Initial Value 12 m
Final Value 11.99563 m
Line D
Initial Value 0.0°
Final Value -0.15232°
Line E
Initial Value 0.0°
Final Value 0.04232°

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Line F
Initial Value 0.0°
Final Value 1.09331°

FIGURE 6
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step

TABLE 63
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global X
Reference Point Center of Gravity (SHIP)
Motion Relative To Origin of Fixed Reference Axes (FRA)
Line Values
Initial Value 208.66913 m
Final Value 126.66913 m

TABLE 64
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global Y
Reference Point Center of Gravity (SHIP)
Motion Relative To Origin of Fixed Reference Axes (FRA)
Line Values
Initial Value -0.0201 m
Final Value 2.13637 m

TABLE 65

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Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global Z
Reference Point Center of Gravity (SHIP)
Motion Relative To Origin of Fixed Reference Axes (FRA)
Line Values
Initial Value 12 m
Final Value 11.99563 m

TABLE 66
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global RX
Line Values
Initial Value 0.0°
Final Value -0.15232°

TABLE 67
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global RY
Line Values
Initial Value 0.0°
Final Value 0.04232°

TABLE 68
Model (B3, C3) > Hydrodynamic Response (C4) > Solution (C5) > Parameters vs Iteration Step > Hydrodynamic Graph Results Input
Name Structure Position, Actual Response
State Fully Defined
Details of Structure Position, Actual Response
Line Inputs
Result Source Hydrodynamic Response > Solution (C5)
Structure SHIP
Type Structure Position
SubType Actual Response
Component Global RZ
Line Values
Initial Value 0.0°
Final Value 1.09331°

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