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Numerical Offshore Tank
                     TPN




November | 2011
Introduction

•TPN  is a research laboratory specialized in linking academic knowledge and
ships and offshore industry needs.

•Numerical and experimental work developed by over 40 people and spin-off
companies in:
   •Model testing.
   •Ships and offshore hydrodynamics and stability.
   •Risers and mooring.
   •Manoeuvring and DP.
   •Offshore operations and installations.
   •Development of in-house analysis software.
   •3D visualization.
   •Simulations.
Infrastructure




                       Facilities                      Hydrodynamic Calibrator (CH)




Cluster 1: 192 blades with 192x8 cores and 15 TFlops        4D Visualization Room
      Cluster 2: 16 servers GPU with 30 TFlops
Hydrodynamic
Calibrator – Wave
      Basin
CH-TPN
                     Wave Basin – Objective

•Hydrodynamic Calibrator.
•Hybrid investigation model (numerical/experimental).
•Research on wave generation and absorption.
                   Wave Basin – Description
•Dimensions: 14 x 14 meters and 4.1 meters depth.
•148 flap type wave boards distributed in 4 sides.
•Maximum wave height of 0.4 meter.
•Wave frequency range of 0.5 to 2.0 Hz.
•Designed to generate regular, irregular and transient
waves.
•Active absorption up to 93% for regular waves.
•Generation and absortion performed by the 4 basin sides
CH-TPN
                                   Instrumentation
•Carriage for instrumentation and dynamic       •16 capacitives and 148 ultrasonic wave
             actuators support                        probes attached to the flaps




•Qualisys optical system to capture model motions
        •4 cameras In-air and 3 underwater
CH-TPN
                                 Ships and Oil Platform Models
                                 1                    2
•Model in scale may be constructed in IPT (State of
           São Paulo Research Institute)



                                 3                    4
Research Topics
TPN Numerical Simulator
•In-house code for analysis of offshore
systems.
•Framework for different tools
     •Ex:     Wamit,   FEM-ANFLEX,   FEM-
     Preadyn etc.
•Integrates hydrodynamic, mooring and
riser, VIV, VIM and DP analysis.
•Calibration with experimental results
from the Hydrodynamic Calibrator.
•Simulation of multibody and real scale
structures.
TPN Real Time Simulator
•Adapted from the original TPN software.
•Allows real time simulations of inland and
offshore systems.
•Together with graphical user interface
produces virtual reality training consoles.
Visualization of Results

•Post-processing of results calculated in TPN softwares.
•3D and virtual reality – TPNView – In-house software.
Runup/Air Gap

 Wave Run-up Effects on Semi-Sub Columns

•Fundamental model tests.
•Numerical evaluation of the phenomena
    •Potential Theory – WAMIT.
    •Viscous Theory – CFD ComFLOW.
•Definition of a Design Methodology Procedure.
Ship resistance using RANSE
                     and VOF approach
VOF - Fraction model – StarCCM+

• NPL Series Hull.

• Coupled viscous and potential effects.




                                              Simulation conditions

                                           • High speed vessel – Fn=0.4.

                                           • Model scale - Reynolds 106.
                                           • Fixed – no trim or sinkage.
Moving-Particle Semi-implicit (MPS)
•   In-house development.
•   Free surface.                    Oil leakage
•   Complex geometry.                               Dam breaking (MPS method)
•   Multibodies.
•   Large displacements.
•   Large deformations.
•   Moving boundaries.
•   Fragmentation and merging.
•   Multiphase and Multiphysics.   Water flooding
•   Propellers.

    Flow in porous media
Propeller using panel method
•   Comparison between numerical and regression results.
•   Potential flow.
•   Viscous corrections.
•   Lifting line code – in-house.
•   Lifting surface code – in-house.
•   PPB-HSVA.
2D/3D Time domain BEM
             for seakeeping Analysis
• In house development.
• Calculation hydrodynamic coefficients and motions in surface waves.
            2D                                         3D
Numerical wave tank simulator
                       of CH-TPN

•CH Numerical Simulator.
•148 Numerical Flaps.
•Time-Domain Boundary Elements
Method.
•Allows to test the algorithms
developed for wave generation and
active absorption.
Vortex-Induced Vibrations

•Fluid-structure interaction.
•Development of CFD code together with
MARIN - ReFRESCO.
•VIV of risers with CFD.
•Semi-empirical model – TPN software.
Vortex-Induced Motions

•      The motivation is the low aspect ratio
       of offshore platforms, as spar and
                                                                                                                   L
       monocolumns.
•      Combined experimental and
       numerical approaches for
       understanding and prediction of VIM.                                                                                              D
•      Numerical model implemented in
       TPN software.
                                                   Numerical                                                                          Experiments
                                  2                                                                 1.6
                                                                                                              L/   D=   2.00
                                 1.8                                                                          L/   D=   1.50
                                                                                                    1.4
L/D = 0.10                                                                                                    L/   D=   1.00
                                 1.6
L/D = 0.20                                                                                                    L/   D=   0.75
L/D = 0.30
                                                                                                    1.2
                                 1.4                                                                          L/   D=   0.50
L/D = 0.40                                                                                                    L/   D=   0.40
                                 1.2                                                                 1
L/D = 0.50                                                                                                    L/   D=   0.30
                          A /D




                                                                                       Ay / ( D)



L/D = 0.75                        1
                            Y




L/D = 1.00                                                                                          0.8
L/D = 1.50                       0.8
Gonçalves et al. (2010)          0.6                                                                0.6
L/D = 0.21
Gonçalves et al. (2010)          0.4
L/D = 0.39                                                                                          0.4
                                 0.2

                                  0                                                                 0.2
                                       0   2   4   6        8      10   12   14   16
                                                       Vr = UT / D
                                                        0     0                                      0
                                                                                                          0    2               4       6         8         10   12   14
                                                                                                                                   Reduced Velocity (Vr)
Conceptual Designs
Dry Tree Completion
                 FPSO-TLWP Coupled System

• Design of the Mooring and Tendons
  systems.

• Design of the TLWP.

• Supervise the model tests performed
  at NMRI (Japan).

• Hydrodynamic (shadow and 2nd order
  effects).

• Stability analysis .

• Structural analysis.
MonoGoM – BR America

• Design of a Monocolumn hull with an optimized

Hydrodynamic behavior in waves.

• Capacity to hold rigid risers.

• Design of Mooring and Risers for Hurricane Conditions

of the Gulf of Mexico.

• Clashing Analysis.
Analyses and
Simulations
Parametric Seakeeping Analysis
MPSO Design: Wave Exciting Forces and      Numerical   Experimental
Moments

•27 different model geometries.

•Monitouring of Wave exciting forces and
moments.

•Numerical X Experimental Comparison.
VIM –MonoGoM Platform             1                2




                                                                                                        IPT (Brazil)
•   Tests at different basins (IPT-Brazil and
                                   3                                            4               3                                             3
    NMRI-Japan) and with different                                                                                  SE
                                                                                                                incidence
                                                                                                                                                                        NW
                                                                                                                                                                     incidence

    setups.                                                                                     Y
                                                                                                                    U
                                                                                                                                      2       Y              1
                                                                                                                                                                          U

•   Evaluate MonoGoM concept in terms                                                                   X                                         X

                                                                                                                               Mooring Line
    of VIM.                                                                         Mooring Line 4                                            4


•   Different responses due to:
     –   Basin dimensions.
     –   Model scale.                                                                                            NMRI (Japan)
     –   Springs setup.                                                                                                                                      CCD camera

     –   Reynolds number.                                                                                                                                        Spring
                             90
                                                                                                            1
                       120
                                          2
                                               60
                                                                   180 degree                                       0 degree
                                                                    incidence                                      incidence
                                         1.5                                                                                        Spring
                                                                                          3         Y
                 150                1                30
                                                                      U                                                 U
                                                                                                            X                                                          Spring
                                   0.5

                                                                                                                                      Wire
                                                                                Mooring Line                                                          MPSO
           180                                             0
                                                                                                        2



                 210                                 330




                       240                     300


                             270
VIM on Semi-Sub
• VIM model tests performed at IPT
  towing tank.
• Reduced scale 1:100.
• 8 different headings (0 up to 180
  degrees).
• 6 degrees-of-freedom measured
  using optical system.
• Forces measurements in mooring
  lines.
• The main effects studied:
    –   Hull appendages.
    –   External damping.
    –   Draft condition.
    –   Concomitant presence of waves and
        currents.
Offloading FPSO Polvo

•   Risk Analyses about a possible of collision
    during the offloading operation, between
    FPSO POLVO and a jack-up located at 1706
    meters of distance.


•   The FPSO POLVO is equipped in a Turret
    configuration.



•   The offloading system is composed by a
    shuttle SUEZMAX tanker and a tug boat.
DP – BGL1 – P55

•Comparison between the BR rules and
TPN analysis to installation of a
manifold.

•Orange curve = BR rule.

•Green curve = TPN prediction of
operational window.
Y subsea launching method
•   Two vessels support the equipment to              TPN Numerical Model
    be launched.
•   The relative positions and cable length
    can be controlled.

•   TPN analyses:
     • Damping coefficients evaluation
         • Model Tests.
                                                      Model Test in CH-TPN
         • Motion imposed in the
             launching cable.
     • Numerical model calibration.                                          5 cm
                                                                                    5 cm


     • Evaluation of the cable tension and manifold
        position in the TPN.
SWATH

•   Seakeeping evaluation.

•   Comparison between a Slice
    and a Swath hull concerning
    motions and accelerations.

•   Sickness evaluation
Regasefication Terminal BA

• Design of Mooring and fenders system.

• Hydrodynamic (shadow, shallow water and 2nd order effects).

• 3D movies and animations.
Stability Analysis

• Activities:
   • Modeling of vessels in CAD software.
   • SSTAB – Stability Analysis Software.
   • Intact and damage stability analysis.
Ship Interaction
                                   Forces involved in a moored and passing ship interaction.
                                              Simulação calado 0.186m, distância 0.86m, velocidade 0.594 m/s
                            0.08
                                                                                                             Método de faixas
                                                                                                             Rankine - 3D
                            0.06                                                                             Ensaio - sinal original


                            0.04
       Fx/(0.5  L T V 2)




                            0.02


                               0


                            -0.02


                            -0.04


                            -0.06
                                -2     -1.5        -1         -0.5          0          0.5           1               1.5               2
                                                                           x/L
                                              Simulação calado 0.186m, distância 0.43m, velocidade 0.594 m/s
                             0.2
                                                                                                               Método de faixas
                                                                                                               Rankine - 3D
                            0.15                                                                               Ensaio - sinal original               0
                                                                                                                                                 -0.1
                                                                                                                                                 -0.2

                             0.1
                                                                                                                                               2.5
Fy/(0.5  L T V 2)




                                                                                                                                                         2
                            0.05
                                                                                                                                                             1.5


                              0
                                                                                                                                                                   1



                                                                                                                                                                       0.5
                      -0.05
                                                                                                                                                                             0


                            -0.1
                                                                                                                                                                                 -0.5

                                                                                                                                                                                                                                                         3.5
                                                                                                                                                                                                                                                     3
                                                                                                                                                                                        -1                                                     2.5
                                                                                                                                                                                                                                           2
                      -0.15                                                                                                                                                                                                          1.5
                          -2           -1.5        -1          -0.5          0           0.5             1              1.5                2                                                                               0.5
                                                                                                                                                                                                                                 1

                                                                            x/L                                                                                                              -1.5
                                                                                                                                                                                                                -0.5
                                                                                                                                                                                                                       0

                                                                                                                                                                                                           -1
                                                                                                                                                                                                    -1.5
Inner water navigation
•   Development of a simulator for training towboats captains.
•   Reproducing critical points of the river like bridge crossing, shallow or narrow
    passages as well as hard curves.
•    The dynamic of the fleet of barges plus the towboat was solved applying the TPN
    software, adapted to a real time inputs and solution .
•   The hydro and aerodynamic coefficients were obtained using CFD and validated by
    experimental data.
•   The simulator reproduced the interior of a towboat.
Moatize

• Verify the interference between ships.

• Size the height of the cranes.

• Verify the boom interference between the Panamax and Capesize.




                                                                   35
Torpedo Pile
•   Torpedo pile monitoring system: analysis and improvement.
•   Hardware evaluation (MEMS based inertial measurement sensors).
•   Data treatment.
•   Trajectory reconstruction algorithms.
Thank You

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Numerical Offshore Tank - Details

  • 1. Numerical Offshore Tank TPN November | 2011
  • 2. Introduction •TPN is a research laboratory specialized in linking academic knowledge and ships and offshore industry needs. •Numerical and experimental work developed by over 40 people and spin-off companies in: •Model testing. •Ships and offshore hydrodynamics and stability. •Risers and mooring. •Manoeuvring and DP. •Offshore operations and installations. •Development of in-house analysis software. •3D visualization. •Simulations.
  • 3. Infrastructure Facilities Hydrodynamic Calibrator (CH) Cluster 1: 192 blades with 192x8 cores and 15 TFlops 4D Visualization Room Cluster 2: 16 servers GPU with 30 TFlops
  • 5. CH-TPN Wave Basin – Objective •Hydrodynamic Calibrator. •Hybrid investigation model (numerical/experimental). •Research on wave generation and absorption. Wave Basin – Description •Dimensions: 14 x 14 meters and 4.1 meters depth. •148 flap type wave boards distributed in 4 sides. •Maximum wave height of 0.4 meter. •Wave frequency range of 0.5 to 2.0 Hz. •Designed to generate regular, irregular and transient waves. •Active absorption up to 93% for regular waves. •Generation and absortion performed by the 4 basin sides
  • 6. CH-TPN Instrumentation •Carriage for instrumentation and dynamic •16 capacitives and 148 ultrasonic wave actuators support probes attached to the flaps •Qualisys optical system to capture model motions •4 cameras In-air and 3 underwater
  • 7. CH-TPN Ships and Oil Platform Models 1 2 •Model in scale may be constructed in IPT (State of São Paulo Research Institute) 3 4
  • 9. TPN Numerical Simulator •In-house code for analysis of offshore systems. •Framework for different tools •Ex: Wamit, FEM-ANFLEX, FEM- Preadyn etc. •Integrates hydrodynamic, mooring and riser, VIV, VIM and DP analysis. •Calibration with experimental results from the Hydrodynamic Calibrator. •Simulation of multibody and real scale structures.
  • 10. TPN Real Time Simulator •Adapted from the original TPN software. •Allows real time simulations of inland and offshore systems. •Together with graphical user interface produces virtual reality training consoles.
  • 11. Visualization of Results •Post-processing of results calculated in TPN softwares. •3D and virtual reality – TPNView – In-house software.
  • 12. Runup/Air Gap Wave Run-up Effects on Semi-Sub Columns •Fundamental model tests. •Numerical evaluation of the phenomena •Potential Theory – WAMIT. •Viscous Theory – CFD ComFLOW. •Definition of a Design Methodology Procedure.
  • 13. Ship resistance using RANSE and VOF approach VOF - Fraction model – StarCCM+ • NPL Series Hull. • Coupled viscous and potential effects. Simulation conditions • High speed vessel – Fn=0.4. • Model scale - Reynolds 106. • Fixed – no trim or sinkage.
  • 14. Moving-Particle Semi-implicit (MPS) • In-house development. • Free surface. Oil leakage • Complex geometry. Dam breaking (MPS method) • Multibodies. • Large displacements. • Large deformations. • Moving boundaries. • Fragmentation and merging. • Multiphase and Multiphysics. Water flooding • Propellers. Flow in porous media
  • 15. Propeller using panel method • Comparison between numerical and regression results. • Potential flow. • Viscous corrections. • Lifting line code – in-house. • Lifting surface code – in-house. • PPB-HSVA.
  • 16. 2D/3D Time domain BEM for seakeeping Analysis • In house development. • Calculation hydrodynamic coefficients and motions in surface waves. 2D 3D
  • 17. Numerical wave tank simulator of CH-TPN •CH Numerical Simulator. •148 Numerical Flaps. •Time-Domain Boundary Elements Method. •Allows to test the algorithms developed for wave generation and active absorption.
  • 18. Vortex-Induced Vibrations •Fluid-structure interaction. •Development of CFD code together with MARIN - ReFRESCO. •VIV of risers with CFD. •Semi-empirical model – TPN software.
  • 19. Vortex-Induced Motions • The motivation is the low aspect ratio of offshore platforms, as spar and L monocolumns. • Combined experimental and numerical approaches for understanding and prediction of VIM. D • Numerical model implemented in TPN software. Numerical Experiments 2 1.6 L/ D= 2.00 1.8 L/ D= 1.50 1.4 L/D = 0.10 L/ D= 1.00 1.6 L/D = 0.20 L/ D= 0.75 L/D = 0.30 1.2 1.4 L/ D= 0.50 L/D = 0.40 L/ D= 0.40 1.2 1 L/D = 0.50 L/ D= 0.30 A /D Ay / ( D) L/D = 0.75 1 Y L/D = 1.00 0.8 L/D = 1.50 0.8 Gonçalves et al. (2010) 0.6 0.6 L/D = 0.21 Gonçalves et al. (2010) 0.4 L/D = 0.39 0.4 0.2 0 0.2 0 2 4 6 8 10 12 14 16 Vr = UT / D 0 0 0 0 2 4 6 8 10 12 14 Reduced Velocity (Vr)
  • 21. Dry Tree Completion FPSO-TLWP Coupled System • Design of the Mooring and Tendons systems. • Design of the TLWP. • Supervise the model tests performed at NMRI (Japan). • Hydrodynamic (shadow and 2nd order effects). • Stability analysis . • Structural analysis.
  • 22. MonoGoM – BR America • Design of a Monocolumn hull with an optimized Hydrodynamic behavior in waves. • Capacity to hold rigid risers. • Design of Mooring and Risers for Hurricane Conditions of the Gulf of Mexico. • Clashing Analysis.
  • 24. Parametric Seakeeping Analysis MPSO Design: Wave Exciting Forces and Numerical Experimental Moments •27 different model geometries. •Monitouring of Wave exciting forces and moments. •Numerical X Experimental Comparison.
  • 25. VIM –MonoGoM Platform 1 2 IPT (Brazil) • Tests at different basins (IPT-Brazil and 3 4 3 3 NMRI-Japan) and with different SE incidence NW incidence setups. Y U 2 Y 1 U • Evaluate MonoGoM concept in terms X X Mooring Line of VIM. Mooring Line 4 4 • Different responses due to: – Basin dimensions. – Model scale. NMRI (Japan) – Springs setup. CCD camera – Reynolds number. Spring 90 1 120 2 60 180 degree 0 degree incidence incidence 1.5 Spring 3 Y 150 1 30 U U X Spring 0.5 Wire Mooring Line MPSO 180 0 2 210 330 240 300 270
  • 26. VIM on Semi-Sub • VIM model tests performed at IPT towing tank. • Reduced scale 1:100. • 8 different headings (0 up to 180 degrees). • 6 degrees-of-freedom measured using optical system. • Forces measurements in mooring lines. • The main effects studied: – Hull appendages. – External damping. – Draft condition. – Concomitant presence of waves and currents.
  • 27. Offloading FPSO Polvo • Risk Analyses about a possible of collision during the offloading operation, between FPSO POLVO and a jack-up located at 1706 meters of distance. • The FPSO POLVO is equipped in a Turret configuration. • The offloading system is composed by a shuttle SUEZMAX tanker and a tug boat.
  • 28. DP – BGL1 – P55 •Comparison between the BR rules and TPN analysis to installation of a manifold. •Orange curve = BR rule. •Green curve = TPN prediction of operational window.
  • 29. Y subsea launching method • Two vessels support the equipment to TPN Numerical Model be launched. • The relative positions and cable length can be controlled. • TPN analyses: • Damping coefficients evaluation • Model Tests. Model Test in CH-TPN • Motion imposed in the launching cable. • Numerical model calibration. 5 cm 5 cm • Evaluation of the cable tension and manifold position in the TPN.
  • 30. SWATH • Seakeeping evaluation. • Comparison between a Slice and a Swath hull concerning motions and accelerations. • Sickness evaluation
  • 31. Regasefication Terminal BA • Design of Mooring and fenders system. • Hydrodynamic (shadow, shallow water and 2nd order effects). • 3D movies and animations.
  • 32. Stability Analysis • Activities: • Modeling of vessels in CAD software. • SSTAB – Stability Analysis Software. • Intact and damage stability analysis.
  • 33. Ship Interaction Forces involved in a moored and passing ship interaction. Simulação calado 0.186m, distância 0.86m, velocidade 0.594 m/s 0.08 Método de faixas Rankine - 3D 0.06 Ensaio - sinal original 0.04 Fx/(0.5  L T V 2) 0.02 0 -0.02 -0.04 -0.06 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 x/L Simulação calado 0.186m, distância 0.43m, velocidade 0.594 m/s 0.2 Método de faixas Rankine - 3D 0.15 Ensaio - sinal original 0 -0.1 -0.2 0.1 2.5 Fy/(0.5  L T V 2) 2 0.05 1.5 0 1 0.5 -0.05 0 -0.1 -0.5 3.5 3 -1 2.5 2 -0.15 1.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 0.5 1 x/L -1.5 -0.5 0 -1 -1.5
  • 34. Inner water navigation • Development of a simulator for training towboats captains. • Reproducing critical points of the river like bridge crossing, shallow or narrow passages as well as hard curves. • The dynamic of the fleet of barges plus the towboat was solved applying the TPN software, adapted to a real time inputs and solution . • The hydro and aerodynamic coefficients were obtained using CFD and validated by experimental data. • The simulator reproduced the interior of a towboat.
  • 35. Moatize • Verify the interference between ships. • Size the height of the cranes. • Verify the boom interference between the Panamax and Capesize. 35
  • 36. Torpedo Pile • Torpedo pile monitoring system: analysis and improvement. • Hardware evaluation (MEMS based inertial measurement sensors). • Data treatment. • Trajectory reconstruction algorithms.