• 제목/요약/키워드: Offshore Wind Turbine System

검색결과 142건 처리시간 0.028초

해상풍력터빈 트라이포드 지지구조물의 건전성 모니터링 기법 (Structural Health Monitoring Technique for Tripod Support Structure of Offshore Wind Turbine)

  • 이종원
    • 풍력에너지저널
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    • 제9권4호
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    • pp.16-23
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    • 2018
  • A damage detection method for the tripod support structure of offshore wind turbines is presented for structural health monitoring. A finite element model of a prototype tripod support structure is established and the modal properties are calculated. The degree and location of the damage are estimated based on the neural network technique using the changes of natural frequencies and mode shape due to the damage. The stress distribution occurring in the support structure is obtained by a dynamic analysis for the wind turbine system to select the output data of the neural network. The natural frequencies and mode shapes for 36 possible damage scenarios were used for the input data of the learned neural network for damage assessment. The estimated damages agreed reasonably well with the accurate ones. The presented method could be effectively applied for damage detection and structural health monitoring of various types of support structures of offshore wind turbines.

Dynamic response analysis of floating offshore wind turbine with different types of heave plates and mooring systems by using a fully nonlinear model

  • Waris, Muhammad Bilal;Ishihara, Takeshi
    • Coupled systems mechanics
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    • 제1권3호
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    • pp.247-268
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    • 2012
  • A finite element model is developed for dynamic response prediction of floating offshore wind turbine systems considering coupling of wind turbine, floater and mooring system. The model employs Morison's equation with Srinivasan's model for hydrodynamic force and a non-hydrostatic model for restoring force. It is observed that for estimation of restoring force of a small floater, simple hydrostatic model underestimates the heave response after the resonance peak, while non-hydrostatic model shows good agreement with experiment. The developed model is used to discuss influence of heave plates and modeling of mooring system on floater response. Heave plates are found to influence heave response by shifting the resonance peak to longer period, while response after resonance is unaffected. The applicability of simplified linear modeling of mooring system is investigated using nonlinear model for Catenary and Tension Legged mooring. The linear model is found to provide good agreement with nonlinear model for Tension Leg mooring while it overestimates the surge response for Catenary mooring system. Floater response characteristics under different wave directions for the two types of mooring system are similar in all six modes but heave, pitch and roll amplitudes is negligible in tension leg due to high restraint. The reduced amplitude shall lead to reduction in wind turbine loads.

Model Test of a TLP Type of Floating Offshore Wind Turbine, Part II

  • Dam, Pham Thanh;Seo, Byoung-Cheon;Kim, Jae-Hun;Shin, Jae-Wan;Shin, Hyunkyoung
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 추계학술대회 초록집
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    • pp.38.2-38.2
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    • 2011
  • A large number of offshore wind turbines with fixed foundations have been installed in water depths up to 30 meters supporting 3-5MW wind turbines. Some floating platform concepts of offshore wind turbines were designed to be suitable for deployment in water depths greater than 60 meters. However the optimal design of this system in water depth 50 meters remains unknown. In this paper, a 5-MW wind turbine located on a TLP type platform was suggested for installation in this water depth. It is moored by a taut mooring line. For controlling the wind turbine always be operated at the upwind direction, one yaw controlling was attached at the tower. To study motion characteristics of this platform, a model was built with a 1/128 scale ratio. The model test was carried out in various conditions, including waves, winds and rotating rotor effect in the Ocean Engineering Wide Tank of the University Of Ulsan (UOU). The characteristic motions of the TLP platform were captured and the effective RAOs were obtained.

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해상풍력 석션버켓 기초 구조-지반 상호작용 비선형 구조해석 및 실험결과 비교 (Nonlinear Structure-Soil Interaction Analysis for the Suction Bucket Foundation of Offshore Wind-Turbine)

  • 진정인;김동현;정민욱
    • KEPCO Journal on Electric Power and Energy
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    • 제2권3호
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    • pp.469-475
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    • 2016
  • 최근 석유 에너지 고갈의 문제에 봉착함에 따라 신재생 에너지, 즉 풍력 에너지 분야에 대한 연구가 자연스럽게 부각되고 있다. 그 중 해상풍력은 육상풍력에 비교해 바람 자원이 풍부하기 때문에 효율성 측면에서 주목 받고 있지만 전체 시스템의 설치비용에 따른 경제성이 중요한 문제가 되고 있다. 일반적으로 해상 풍력 사업의 구성비에서 지지구조물 설치비용의 비율이 통상 25% 이상을 차지하는 경향이 있으며, 설계된 지지구조에 대해 정확한 해석과 분석이 가능 하다면 설치 및 시공분야의 경제성을 확보하는데 중요한 역할을 할 수 있다. 본 연구에서는 해상 부유식 풍력발전시스템의 경제성 확보에 중요한 역할을 할 수 있는 석션버켓 기초의 지반연성 비선형 구조해석 기법을 구축하고 이에 대한 검증을 위해 실험결과와 비교검증을 수행하였다.

3MW급 해상 풍력발전시스템 개발현황 (Development Status of 3MW Class Offshore Wind Turbine)

  • 주완돈;박정훈;최준혁;임채욱;박종포
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2007년도 춘계학술대회
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    • pp.366-369
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    • 2007
  • This paper presents the general results of the conceptual design of a 3MW class offshore wind turbine named WinDS 3000 under development. In WinDS 3000, an integrated drive train design, three stage gearbox and permanent magnet generator (PMG) with fully rated converters have been introduced. A pitch regulated variable speed power control with individual pitch control has been adopted to regulate rotor torque while generator reaction torque can be adjusted almost instantaneously by the associated power electronics. Through the introduction of WinDS 3000, it is expected that helpful to understanding of the development status of 3MW offshore wind turbine.

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High-Power-Density Power Conversion Systems for HVDC-Connected Offshore Wind Farms

  • Parastar, Amir;Seok, Jul-Ki
    • Journal of Power Electronics
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    • 제13권5호
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    • pp.737-745
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    • 2013
  • Offshore wind farms are rapidly growing owing to their comparatively more stable wind conditions than onshore and land-based wind farms. The power capacity of offshore wind turbines has been increased to 5MW in order to capture a larger amount of wind energy, which results in an increase of each component's size. Furthermore, the weight of the marine turbine components installed in the nacelle directly influences the total mechanical design, as well as the operation and maintenance (O&M) costs. A reduction in the weight of the nacelle allows for cost-effective tower and foundation structures. On the other hand, longer transmission distances from an offshore wind turbine to the load leads to higher energy losses. In this regard, DC transmission is more useful than AC transmission in terms of efficiency because no reactive power is generated/consumed by DC transmission cables. This paper describes some of the challenges and difficulties faced in designing high-power-density power conversion systems (HPDPCSs) for offshore wind turbines. A new approach for high gain/high voltage systems is introduced using transformerless power conversion technologies. Finally, the proposed converter is evaluated in terms of step-up conversion ratio, device number, modulation, and costs.

Development of a Time-Domain Simulation Tool for Offshore Wind Farms

  • Kim, Hyungyu;Kim, Kwansoo;Paek, Insu;Yoo, Neungsoo
    • Journal of Power Electronics
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    • 제15권4호
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    • pp.1047-1053
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    • 2015
  • A time-domain simulation tool to predict the dynamic power output of wind turbines in an offshore wind farm was developed in this study. A wind turbine model consisting of first or second order transfer functions of various wind turbine elements was combined with the Ainslie's eddy viscosity wake model to construct the simulation tool. The wind turbine model also includes an aerodynamic model that is a look up table of power and thrust coefficients with respect to the tip speed ratio and pitch angle of the wind turbine obtained by a commercial multi-body dynamics simulation tool. The wake model includes algorithms of superposition of multiple wakes and propagation based on Taylor's frozen turbulence assumption. Torque and pitch control algorithms were implemented in the simulation tool to perform max-Cp and power regulation control of the wind turbines. The simulation tool calculates wind speeds in the two-dimensional domain of the wind farm at the hub height of the wind turbines and yields power outputs from individual wind turbines. The NREL 5MW reference wind turbine was targeted as a wind turbine to obtain parameters for the simulation. To validate the simulation tool, a Danish offshore wind farm with 80 wind turbines was modelled and used to predict the power from the wind farm. A comparison of the prediction with the measured values available in literature showed that the results from the simulation program were fairly close to the measured results in literature except when the wind turbines are congruent with the wind direction.

부유식 다수 풍력 발전기에 작용하는 비대칭 공력 하중의 영향 (Influence of Asymmetric Aerodynamic Loading on Multiple Unit Floating Offshore Wind Turbine)

  • 배윤혁
    • 한국해양공학회지
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    • 제29권3호
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    • pp.255-262
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    • 2015
  • The present study developed a numerical simulation tool for the coupled dynamic analysis of multiple turbines on a single floater (or Multiple Unit Floating Offshore Wind Turbine (MUFOWT)) in the time domain, considering the multiple-turbine aero-blade-tower dynamics and control, mooring dynamics, and platform motions. The numerical tool developed in this study was designed based on and extended from the single-turbine analysis tool FAST to make it suitable for multiple turbines. For the hydrodynamic loadings of floating platform and mooring-line dynamics, the CHARM3D program developed by the authors was incorporated. Thus, the coupled dynamic behavior of a floating base with multiple turbines and mooring lines can be simulated in the time domain. To investigate the effect of asymmetric aerodynamic loading on the global performance and mooring line tensions of the MUFOWT, one turbine failure case with a fully feathered blade pitch angle was simulated and checked. The aerodynamic interference between adjacent turbines, including the wake effect, was not considered in this study to more clearly demonstrate the influence of the asymmetric aerodynamic loading on the MUFOWT. The analysis shows that the unbalanced aerodynamic loading from one turbine in MUFOWT may induce appreciable changes in the performance of the floating platform and mooring system.

서남해안 풍력산업 허브 구축사업의 유망 상품의 특성 (The Characteristic of the Hub Construction Wind Power Industry of the West-South Seashore with Favorable Products)

  • 차인수;김태형;이기봉
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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    • pp.179.1-179.1
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    • 2010
  • This paper has represented about the wind power industry of the west-south seashore with leading industry development for Honam Economic Region. These projects have composed of wind power industry of the west-south seashore, offshore wind turbine(2MW, 3MW) and onshore wind turbine(3kW, 5kW, 10kW), 11 projects, during 3 years- with honam leading industry development for economic region. The contents of these project are 3 favorable products and 3 business support projects. The favorable products are the MW offshore wind system with Outer-rotor type PMSG, the 3MWoffshore wind system with adaptation type of west-south sea, the hybrid generator system with wind turbine technology basis.

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Study on Mooring System Design of Floating Offshore Wind Turbine in Jeju Offshore Area

  • Kim, Hyungjun;Jeon, Gi-Young;Choung, Joonmo;Yoon, Sung-Won
    • International Journal of Ocean System Engineering
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    • 제3권4호
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    • pp.209-217
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    • 2013
  • This paper presents a mooring design procedure for a floating offshore wind turbine. Offshore environmental data for Jeju are taken from KHOA (Korea Hydrographic and Oceanographic Administration) and used for the environmental conditions in numerical analyses. A semi-submersible-type floating wind system with a 5-MW-class wind turbine studied by the DeepCwind Consortium is applied. Catenary mooring with a studless chain is chosen as the mooring system. Design deliverables such as the nominal sizes of chain and length of the mooring line are decided by considering the long-term prediction of the breaking strength of the mooring lines where a 100-year return period is used. The designed mooring system is verified using a fatigue calculation based on rain-flow cycle counting, an S-N curve, and a Miner's damage summation of rule. The mooring tension process is obtained from time-domain motion analyses using ANSYS/AQWA.