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Model test of new floating offshore wind turbine platforms
Model test of new floating offshore wind turbine platforms
International Journal of Naval Architecture and Ocean Engineering. 2013. Jun, 5(2): 199-209
Copyright ©2013, The Society of Naval Architects of Korea
  • Published : June 30, 2013
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About the Authors
Hyunkyoung Shin
School of Naval Architecture and Ocean Engineering, University of Ulsan, Ulsan, Korea
hkshin@ulsan.ac.kr
Pham Thanh Dam
School of Naval Architecture and Ocean Engineering, University of Ulsan, Ulsan, Korea
Kwang Jin Jung
School of Naval Architecture and Ocean Engineering, University of Ulsan, Ulsan, Korea
Jinseob Song
Korea Institute of Machinery & Materials, Daejeon, Korea
Chaewhan Rim
Korea Institute of Machinery & Materials, Daejeon, Korea
Taeyoung Chung
Korea Institute of Machinery & Materials, Daejeon, Korea
Abstract
This paper presents the model test results of 3 new spar platforms which were developed based on the OC3-Hywind spar to support a 5-MW wind turbine. By changing the shape but keeping both volume and mass of OC3- Hywind spar platform, those platforms were expected to experience different hydrodynamic and hydrostatic loads. The scale models were built with a 1/128 scale ratio. The model tests were carried out in waves, including both rotating rotor effect and mean wind speed. The characteristic motions of the 3 new models were measured; Response Amplitude Operators (RAO) and significant motions were calculated and compared with those of OC3-Hywind.
Keywords
INTRODUCTION
Recently, some concepts of floating offshore wind turbines (FOWT) have been designed and installed in deep sea greater than 50 m , while a large number of bottom-mounted offshore wind turbines have been installed in water depths less than 45 m supporting 3~5MW RNA. Several researches on FOWTs have been made. Bulder et al. (2002) analyzed a tri-floater platform wind turbine; Lee (2005) studied a 1.5-MW wind turbine; Wayman (2006), Wayman et al. (2006), Sclavounos et al. (2007), Jonkman et al. (2009), Jonkman (2010), Jensen et al. (2011) and Wang and Sweetman (2012) analyzed various TLP, spar, semi-submersible and barge substructures of FOWT.
A concept of spar type FOWT was defined by IEA Task 23 OC3 project to support a 5MW wind turbine based on the prototype Hywind (Jonkman et al., 2009). Scale model tests of OC3-Hywind had been carried out in the Wide Tank of the University of Ulsan (UOU) (Kim, 2011; Shin, 2011). Its results had a good agreement with numerical simulations.
This study focuses on improvement of 5-MW FOWT platforms in deep water. We deploy three new platforms of which both mass and volume remain unchanged in comparison with OC3-Hywind. However, hydrodynamic and hydrostatic loads on platforms vary because the platforms have the ballast plate with a large diameter at the bottom and the ring cylinders at the top side of platform.
NEW PLATFORMS
Three new platforms are called M1, M2 and M3, respectively and are shown in Fig. 1 . Table 1 and Table 2 show general and different properties of three new platforms, respectively. Both mass and volume of platforms keep the same as those of OC3-Hywind. The shapes are different from each other, depending on the position of ring cylinders around the main structure.
The ring cylinder of M1 was located 12 m below mean sea level (MSL). The main cylinder diameter is 6.5 m , the ring cylinder diameter is 17 m , and the ballast plate diameter is 18 m . The center of buoyancy (COB) of M1 is higher than that of OC3-Hywind because of the ring cylinder at high position. The roll and pitch inertia of M1 are twice higher than those of OC3-Hywind because of the bottom ballast plate filled with concrete inside. M2 has lower position of ring cylinder than M1. The distance from MSL to the ring cylinder is 27 m . It means that M2 has lower position of COB. The distance from MSL to the ring cylinder of M3 is 42 m . The COB of M3 is lower than those of both M1 and M2. The center of gravity (COG), roll and pitch inertia of M3 are also smaller than those of both M1 and M2. Table 2 shows the difference in COB, COG and inertia of M1~M3.
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Three new platforms in comparison with OC3-Hywind spar (unit = m).
General properties of three new platforms M1, M2 and M3.
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General properties of three new platforms M1, M2 and M3.
Different properties of three new platforms M1, M2 and M3.
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Different properties of three new platforms M1, M2 and M3.
The mooring system includes 3 mooring lines; the fairleads are located at a depth of 70.0 m below the SWL and at a radius of 5.2 m from the platform centerline. One of the lines is directed nominally upwind along the positive X-axis (in the XZ-plane). The two remaining lines are distributed uniformly around the platform, such that each line, fairlead, and anchor is 120º apart.
MODEL TEST
The scale model tests of 3 new platforms were carried out at the Ocean Engineering Wide Tank, UOU which is 30 m in length, 20 m in width and 2.5 m in water depth ( Fig. 2 ) in order to evaluate motion characteristics in combined wind/wave conditions. RAOs and significant motions were calculated from measured data and compared with those of OC3-Hywind.
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Ocean engineering wide tank, UOU.
- Model
The geometric model scale ratio is λ = 1:128 and the scaling factors were determined according to Froude’s law of similarity shown in Table 3 . The rotor, nacelle, tower and mooring system were the same as those used in the model tests of OC3-Hywind spar.
- Facilities
The wide tank has a multi-directional wave maker system and a wind generator system in Fig. 3 . Wavemaker can produce regular waves and irregular waves (ISSC, JONSWAP, Scott, ITTC, Neumann, Pierson-Moskowitz, etc.). The model was set at 15 m downstream of the wave generator as shown in Figs. 3 and 4 . A wave probe was placed to measure the wave elevation. Four passive makers were mounted on the tower of the model to measure motions in six degrees of freedom by means of eight Vicon cameras. Test data was recorded in 100 s with the sampling frequency of 100 Hz . Three tension meters were mounted at anchor positions to check the tension in each mooring line.
Scaling factors for floating wind turbine model testing.
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Scaling factors for floating wind turbine model testing.
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Wind generator and wave maker.
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Model test arrangement.
- Wind generator
The wind generator in Fig. 3 is composed of eighteen fans and is used to create wind load acting on offshore wind turbines in scale model test. It can generate both steady wind and unsteady wind. Maximum wind speed is about 10 m/s . The wind speed can be controlled by computer software (Labview).
- Measuring equipment (Sensor)
Wave probes, anemometers, RPM measurement device, water-proof tension meter, VICON cameras and passive markers are employed in order to measure wind, wave, rotor revolution, tension and motion, respectively.
- Wave probe and anemometers
Wave probes and anemometers in Fig. 5 are calibrated using a height gage and in the UOU Wind Tunnel, respectively.
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Wave probe and anemometer.
- Tension meter
Tension meter is used to measure the tensile forces acting on mooring lines.
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Tension meter.
- VICON camera and passive marker
VICON cameras measure the motion of structure as perceiving the infrared ray reflected from passive marker ( Fig. 7 ). At least three markers are needed to measure the motion and they have to be stuck on the structure with distance 0.1~0.15 m .
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Vicon cameras and passive markers.
- Load case
The 5MW offshore wind turbines in full scale operate with rotor speed 12.1 rpm at mean wind speed 11.4 m/s . Both rotor speed and mean wind speed are Froude scaled as follows ( Table 3 ) :
  • Rotor speed = 136.9rpm, Mean wind speed = 1.007m/s
  • Load cases in the model test are defined as follows:
  • LC01: Regular waves, no wind, parked rotor.
  • LC02: Regular waves, mean wind speed, parked rotor.
  • LC03: Regular waves, mean wind speed and rotating rotor.
  • LC04: Irregular wave, no wind, parked rotor.
  • LC05: Irregular waves, mean wind speed, parked rotor.
  • LC06: Irregular waves, mean wind speed, rotating rotor.
Regular waves.
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Regular waves.
Irregular waves.
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Irregular waves.
RESULTS AND COMPARISONS
- Response Amplitude Operator (RAO)
- LC01 : Regular waves, no wind, parked rotor
In surge, heave and pitch, responses of M1and M3 are smaller than those of the original while M2 in surge and pitch shows peak values much higher than those of the original ( Figs. 8 and 9 ).
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Surge, heave RAOs in LC01.
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Pitch and yaw RAOs in LC01.
- LC02 : Regular waves, mean wind speed, parked rotor
As in LC01, in surge, heave and pitch, responses of M1and M3 are smaller than those of the original while M2 in surge and pitch shows peak values much higher than those of the original ( Figs. 10 and 11 ). The large yaw angle of the original OC3 Hywind may result from no crow-foot delta mooring which was designed for additional yaw stiffness in the full scale of original.
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Surge, heave RAOs in LC02.
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Pitch and yaw RAOs in LC02.
- LC03 : Regular waves, mean wind speed and rotating rotor
In every mode, M3 shows smaller responses than M1, M2 and the original under the combined environmental condition including rotor rotation effect ( Figs. 12 and 13 ). In LC01~LC03 with regular waves, M3 shows the best performance. Heave RAO of all models are similar but difference in peak value.
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Surge, heave RAOs of LC03.
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Pitch and yaw RAOs of LC03.
- Significant response
The behavior of floating offshore wind turbines in irregular waves is expressed in terms of significant height of motion responses at specified sea states. Model tests were carried out in sea states 5~8.
- LC04 : Irregular wave, no wind, parked rotor
In surge, significant motions of M1~M3 are smaller than those of the original. In heave, significant motions of all models are similar to each other. In pitch, M2 in irregular waves shows the smallest significant motion in contrast to regular waves. In yaw M3 shows the smallest response. M3 shows the smallest responses in all modes except in pitch.
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Surge, heave significant height in LC04.
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Pitch and yaw significant height in LC04.
- LC05 : Irregular waves, mean wind speed, parked rotor
As in LC04, M3 shows the smallest significant motion in all modes except in pitch ( Figs. 16 and 17 ).
- LC06 : Irregular waves, mean wind speed, rotating rotor
In surge, significant motions of M3 is larger than those of M1 and M2 in sea states 5~7 but smaller in sea state 8. In heave, pitch and yaw, M3 shows smaller significant motions than those of other models.
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Surge, heave significant motion in LC05.
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Pitch and yaw significant motion in LC05.
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Surge, heave significant motion in LC06.
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Pitch and yaw significant motion in LC06.
CONCLUSIONS
In this paper, scale model tests had been carried out in order to investigate the motion characteristics of three new floating offshore wind turbines, M1~M3. The load cases included effects of wave, wind and rotating rotor. The test results of M1~M3 were compared with those of the original OC3-Hywind.
The spar with ring cylinders causes water particles to be much more excited than without rings, that is, ring cylinders induce the increase in both added mass and damping and, in turn, both the increase in motion period and the decrease in motion height. As we expected, in most load cases, the responses of M1~M3 are smaller than those of the original OC3-Hywind.
  • Regular waves : M3 shows the best performance in LC01~LC03.
  • Irregular waves : M3 shows the best performance, except pitch in both LC04 and LC05 and except surge in LC06.
It is concluded that three new platforms, M1~M3 have better motion characteristics than the spar of the original OC3- Hywind based on the model test results. Specially, M3 is recommended to a good platform in extreme weather conditions. In near future researches, low Reynolds effects on the Froude scaled rotor and wind will be investigated.
Acknowledgements
This work was supported by the Human Resources Development Program (No. 20124030200110) and the International Collaboration Program (No. 20128520020010) of the Korea Institute of Energy Technology Evaluation and Planning (KETEP) grant funded by the Korea government Ministry of Trade, Industry and Energy and also fully matched by the SOTOP project, University of Ulsan (UOU).
References
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