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VORTEX-INDUCED YAW MOTION (VIY) OF A LARGE-VOLUME
                   SEMI-SUBMERSIBLE PLATFORM

           Rodolfo T. Gonçalves
           Guilherme F. Rosetti                               TPN – Numerical Offshore Tank
                                                         Department of Naval Architecture and Ocean
            André L. C. Fujarra                                          Engineering
                                                         Escola Politécnica – University of São Paulo
             Kazuo Nishimoto                                        São Paulo, SP, Brazil

             Allan C. Oliveira

Rodos| Greece | June | 2012
June | 2012                   The Twenty-second (2012) International Offshore and Polar Engineering Conference   1
Outline
     •    Introduction
     •    Objectives
     •    Experimental Setup
     •    Results
           – Current Incidence
             Angles
           – Damping Levels
           – Draft Conditions
     • Conclusions
     • Ongoing Results

Rodos| Greece | June | 2012   The Twenty-second (2012) International Offshore and Polar Engineering Conference   2
Introduction
 •   The VIV is usually studied for rigid and
     flexible cylinders with large aspect
                                                       Analytical
     ratio (L/D), for example in a riser
     dynamic scenario



                                                                                            •     VIM is investigated for rigid


                                                VIV VIM                                           bodies with low aspect ratio, e.g.
                                                                                                  spar, MPSO and slender buoys



                                 Numerical                                 Experimental
                                                                                            •             The current dimensions of the
                                                                                                          new semi-submersible platforms
                                                                                                          have increased, therefore
                                                              VIV on:     VIM on:                         promoting VIM
                                                          Flexible Risers Spar platforms
                                                                                                        • The geometry of the semi-
                                                  Steel Catenary Risers   Monocolumn platforms
                                                               Umbilical
                                                                                                          submersible implies more
                                                                          Slender buoy
                                          Every slender body operating    Large-volume Semi-submersible
                                                                                                          complex VIM than that single
                                                   at offshore scenario   platforms
                                                                                                          column platforms
Rodos| Greece | June | 2012      The Twenty-second (2012) International Offshore and Polar Engineering Conference                        3
Objectives
     • Model test experiments
       were performed to check
       the influence on VIM,
       such as:
           – different current incidence
             angles (or headings)                                                       0-degree incidence
           – different damping level
             due to presence of risers
             and mooring
           – different draft conditions
     • Verify the existence of a
       vortex-induced yaw
       motions (VIY)
                                                                                        45-degree incidence

Rodos| Greece | June | 2012   The Twenty-second (2012) International Offshore and Polar Engineering Conference   4
Experimental Setup
     •    Experiments were performed at the Institute
          of Technological Research (IPT) at São Paulo,
          Brazil
     •    Small-scale tests (1:100) of a Large-volume
          Semi-submersible platform:
           –   Four rounded-square columns
           –   Rectangular closed-array pontoon
           –   Only the hydrodynamic important appendages were
               represented (riser support, hard pipe and mooring
               lines running above the columns)
     •    Equivalent mooring system:
           –   Approximately parallel to the water surface
           –   Linear and symmetric stiffness
     •    Current velocity emulated by the towing
          carriage:                                                •   Measurements:
           –   From 0.044m/s to 0.292m/s (model-scale)                  •   6DOF motions using a commercial image system for
           –   These velocities were suitable to investigate the            acquiring and processing (Qualisys)
               entire range of synchronization for the VIM              •   Forces at the 4 equivalent mooring lines
           –   The Re range performed was 6,000 < Re < 90,000



Rodos| Greece | June | 2012       The Twenty-second (2012) International Offshore and Polar Engineering Conference             5
Experimental Setup
     •    Different headings:
           –   0, 15, 30 and 45 degrees;
     •    A structural set of risers was built in the
          model to add damping on the system.
          Three different damping levels
          performed:
           –   The first one represents only the
               hydrodynamic damping due to the hull;
           –   The second and the third ones represent
               external damping levels higher than the first      Simulated external damping device
               condition and include the damping device
               simulator. The difference between the second
               and the third external damping levels is the
               number of “simulated risers”;
     •    Two different draft conditions:
           –   Full draft condition = 34 meters;
           –   Low draft condition = 16 meters.
                                                           Draft conditions at 0 and 45 degrees incidences

Rodos| Greece | June | 2012     The Twenty-second (2012) International Offshore and Polar Engineering Conference   6
Results:
                  Motions in the Transverse Direction




     •    The characteristic amplitude is
          nondimensionalized by the column
          face length, L. This choice permits
                                                                             •       Except for the headings of 0 degree,
          to directly compare results from                                           all other incidences showed a
          different incidence conditions;                                            synchronization range at 4 < Vr <10;
    •     The reduced velocity is defined as:                                    •   PSD showed high energy level around
          –   Vr = (U.T0) ⁄ D                                                        the natural frequency of the motions
          –   T0 is the transverse natural period in calm                            in the transverse direction;
              water                                                              •   These results confirms the resonance
          –   D=L(|sin ∅|+|cos ∅| )                                                  of the motions in the transverse
                                                                                     direction.
Rodos| Greece | June | 2012             The Twenty-second (2012) International Offshore and Polar Engineering Conference    7
Results:
                  Yaw Motions




                                                                      10
                                                                              5




    •   The reduced velocity is defined as:
          –   Vr = (U.T6) ⁄ D
          –   T6 is the yaw natural period in calm water        •   PSD showed high energy level around the natural
                                                                    frequency of yaw motion;
    •   According to those results, the 0-degree
        incidence showed the largest amplitudes of yaw          •   These results appoint to a resonance behavior of
                                                                    the yaw motions due to the vortex-shedding, then
        motion, around 5 degrees for Vr around 7;                   a Vortex-Induced Yaw Motions (VIY);
    •   The yaw motions increase up to Vr=7 and drop            •   The galloping behavior has not been observed in
        after this;                                                 the present work.

Rodos| Greece | June | 2012         The Twenty-second (2012) International Offshore and Polar Engineering Conference   8
Results:
                 Damping Levels




    •    The presence of risers and mooring lines
         increases the damping of the system, which
         reduces the VIM and VIY amplitudes, as can be
         seen in figures;
    •    The results showed lower amplitudes for higher
         external damping levels (or higher dissipative
         forces).



Rodos| Greece | June | 2012    The Twenty-second (2012) International Offshore and Polar Engineering Conference   9
Results:
                 Draft Conditions




    •   The draft condition was the aspect that had greater
        effect on VIM amplitudes.;
    •   A complete attenuation of VIM and VIY is noted in
        the results;
    •   The decrease in amplitudes is correlated with the
        small immersed length of the platform columns,
        which does not provide a regular vortex shedding in
        the water surface plane capable to promote
        oscillating excitation forces.


Rodos| Greece | June | 2012      The Twenty-second (2012) International Offshore and Polar Engineering Conference   10
Conclusions
     • The VIM of semi-submersibles is an important issue to be
       considered in the design of risers and mooring line systems
       due to changes in the fatigue life of these components;
     • The yaw motions showed a resonance behavior such as
       motions in the transverse direction, with considerable
       amplitudes around 5 degrees for 0-degree incidence;
     • The results showed an amplitude decrease with the
       increase in the external damping level, but still with
       considerable motion amplitudes and determined oscillation
       frequency;
     • The low draft condition completely attenuated the VIM and
       VIY, i.e. no considerable motion amplitudes were verified or
       a dominant frequency.

Rodos| Greece | June | 2012   The Twenty-second (2012) International Offshore and Polar Engineering Conference   11
Ongoing Results
     • How do the waves concomitant with current influence the
       VIM?
     • What is the procedure to consider the VIM (current + waves)
       in the fatigue analysis?

                               PRELIMINARY RESULTS



                                                                                            Regular waves




                                                                                              Sea conditions


Rodos| Greece | June | 2012   The Twenty-second (2012) International Offshore and Polar Engineering Conference   12
THANKS

                                                             rodolfo_tg@tpn.usp.br




Rodos| Greece | June | 2012   The Twenty-second (2012) International Offshore and Polar Engineering Conference   13

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ISOPE2012-TPC145: Vortex-Induced Yaw Motion (VIY) of a Large-Volume Semi-Submersible Platform

  • 1. VORTEX-INDUCED YAW MOTION (VIY) OF A LARGE-VOLUME SEMI-SUBMERSIBLE PLATFORM Rodolfo T. Gonçalves Guilherme F. Rosetti TPN – Numerical Offshore Tank Department of Naval Architecture and Ocean André L. C. Fujarra Engineering Escola Politécnica – University of São Paulo Kazuo Nishimoto São Paulo, SP, Brazil Allan C. Oliveira Rodos| Greece | June | 2012 June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 1
  • 2. Outline • Introduction • Objectives • Experimental Setup • Results – Current Incidence Angles – Damping Levels – Draft Conditions • Conclusions • Ongoing Results Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 2
  • 3. Introduction • The VIV is usually studied for rigid and flexible cylinders with large aspect Analytical ratio (L/D), for example in a riser dynamic scenario • VIM is investigated for rigid VIV VIM bodies with low aspect ratio, e.g. spar, MPSO and slender buoys Numerical Experimental • The current dimensions of the new semi-submersible platforms have increased, therefore VIV on: VIM on: promoting VIM Flexible Risers Spar platforms • The geometry of the semi- Steel Catenary Risers Monocolumn platforms Umbilical submersible implies more Slender buoy Every slender body operating Large-volume Semi-submersible complex VIM than that single at offshore scenario platforms column platforms Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 3
  • 4. Objectives • Model test experiments were performed to check the influence on VIM, such as: – different current incidence angles (or headings) 0-degree incidence – different damping level due to presence of risers and mooring – different draft conditions • Verify the existence of a vortex-induced yaw motions (VIY) 45-degree incidence Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 4
  • 5. Experimental Setup • Experiments were performed at the Institute of Technological Research (IPT) at São Paulo, Brazil • Small-scale tests (1:100) of a Large-volume Semi-submersible platform: – Four rounded-square columns – Rectangular closed-array pontoon – Only the hydrodynamic important appendages were represented (riser support, hard pipe and mooring lines running above the columns) • Equivalent mooring system: – Approximately parallel to the water surface – Linear and symmetric stiffness • Current velocity emulated by the towing carriage: • Measurements: – From 0.044m/s to 0.292m/s (model-scale) • 6DOF motions using a commercial image system for – These velocities were suitable to investigate the acquiring and processing (Qualisys) entire range of synchronization for the VIM • Forces at the 4 equivalent mooring lines – The Re range performed was 6,000 < Re < 90,000 Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 5
  • 6. Experimental Setup • Different headings: – 0, 15, 30 and 45 degrees; • A structural set of risers was built in the model to add damping on the system. Three different damping levels performed: – The first one represents only the hydrodynamic damping due to the hull; – The second and the third ones represent external damping levels higher than the first Simulated external damping device condition and include the damping device simulator. The difference between the second and the third external damping levels is the number of “simulated risers”; • Two different draft conditions: – Full draft condition = 34 meters; – Low draft condition = 16 meters. Draft conditions at 0 and 45 degrees incidences Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 6
  • 7. Results: Motions in the Transverse Direction • The characteristic amplitude is nondimensionalized by the column face length, L. This choice permits • Except for the headings of 0 degree, to directly compare results from all other incidences showed a different incidence conditions; synchronization range at 4 < Vr <10; • The reduced velocity is defined as: • PSD showed high energy level around – Vr = (U.T0) ⁄ D the natural frequency of the motions – T0 is the transverse natural period in calm in the transverse direction; water • These results confirms the resonance – D=L(|sin ∅|+|cos ∅| ) of the motions in the transverse direction. Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 7
  • 8. Results: Yaw Motions 10 5 • The reduced velocity is defined as: – Vr = (U.T6) ⁄ D – T6 is the yaw natural period in calm water • PSD showed high energy level around the natural frequency of yaw motion; • According to those results, the 0-degree incidence showed the largest amplitudes of yaw • These results appoint to a resonance behavior of the yaw motions due to the vortex-shedding, then motion, around 5 degrees for Vr around 7; a Vortex-Induced Yaw Motions (VIY); • The yaw motions increase up to Vr=7 and drop • The galloping behavior has not been observed in after this; the present work. Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 8
  • 9. Results: Damping Levels • The presence of risers and mooring lines increases the damping of the system, which reduces the VIM and VIY amplitudes, as can be seen in figures; • The results showed lower amplitudes for higher external damping levels (or higher dissipative forces). Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 9
  • 10. Results: Draft Conditions • The draft condition was the aspect that had greater effect on VIM amplitudes.; • A complete attenuation of VIM and VIY is noted in the results; • The decrease in amplitudes is correlated with the small immersed length of the platform columns, which does not provide a regular vortex shedding in the water surface plane capable to promote oscillating excitation forces. Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 10
  • 11. Conclusions • The VIM of semi-submersibles is an important issue to be considered in the design of risers and mooring line systems due to changes in the fatigue life of these components; • The yaw motions showed a resonance behavior such as motions in the transverse direction, with considerable amplitudes around 5 degrees for 0-degree incidence; • The results showed an amplitude decrease with the increase in the external damping level, but still with considerable motion amplitudes and determined oscillation frequency; • The low draft condition completely attenuated the VIM and VIY, i.e. no considerable motion amplitudes were verified or a dominant frequency. Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 11
  • 12. Ongoing Results • How do the waves concomitant with current influence the VIM? • What is the procedure to consider the VIM (current + waves) in the fatigue analysis? PRELIMINARY RESULTS Regular waves Sea conditions Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 12
  • 13. THANKS rodolfo_tg@tpn.usp.br Rodos| Greece | June | 2012 The Twenty-second (2012) International Offshore and Polar Engineering Conference 13