• Title/Summary/Keyword: 해상풍력에너지

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Ship Collision Behaviors of Offshore Wind Tower on Bucket Foundation (버켓기초를 가진 해상풍력타워의 선박충돌 거동)

  • Lee, Gye-Hee;Park, Jun-Seok;Hong, Kwan-Young
    • Journal of the Society of Disaster Information
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    • v.8 no.2
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    • pp.138-147
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    • 2012
  • In this paper, the various parametric study of collisions between a offshore wind tower and vessels were performed to estimate the ultimate behaviors of the bucket foundation and the tower. Additionally, the stability of the foundation and the energy dissipation capacities of the tower were analyzed. The results shows that the collision energy of the vessel was mainly dissipated by the plastic deformation energy of the tower and the foundation system shown enough bearing capacity against to this severe loading condition.

신재생 에너지를 융합한 8~9해리급 해상용 일체형 등명기 연구

  • Gang, Seong-Bok;Jeong, Hwan;Lee, U-Seok;Jeong, Tae-Uk;Chae, Seong-Gi
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2015.10a
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    • pp.40-42
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    • 2015
  • 태양광을 사용한 기존 해상용 일체형 등명기는 해상기후조건에 따라 전력공급에 이상이 생겨 항로표지 역활을 못하는 상황이 생길 수 있다. 이에 해상의 풍부한 전력발생원인 풍력과 태양광을 함께 사용하는 하이브리드 발전을 이용, 등명기에 설치 및 일체화 하는 기술개발을 한다.

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A Study on the Impact Assessment of Marine Environmental Damage for Efficient Operation of Offshore Wind Farm Energy Area - The Offshore Floating Wind Farm Energy Area in Ulsan Waters - (해양공간계획에 따른 효율적인 해상풍력발전단지 운영을 위한 해양환경 피해 영향성 평가 연구 - 울산 부유식 해상풍력발전단지 해역 중심으로 -)

  • Kim, Tae-Goun;Choi, Su-Young;Kwon, Suk-Jae
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2019.11a
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    • pp.213-215
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    • 2019
  • 본 논문은 해양공간계획법에 근거한 해양에서의 다양한 용도 경합이 예상되는 울산 부유식 해상풍력발전단지 조성사업에 대하여 살펴보고자 한다. 해양공간계획법에 따르면 다양한 용도가 중첩되는 경우, 자연환경, 사회경제적 여건 및 주변 해역의 이용 및 보전 현황 등을 고려하여 관리의 우선순위를 정해야 한다. 이에, 해상풍력발전단지 설립에 따른 해양환경 및 천연자원 영향성 평가의 경제적 피해액을 추정한다. 이는 해양공간계획 시, 용도지정 우선순위를 정할 때 객관적 자료가 될 수 있고, 나아가 효율적인 풍력발전단지 운영을 위한 기초 자료가 될 것이다.

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Conceptual Design of Large Semi-submersible Platform for Wave-Offshore Wind Hybrid Power Generation (파력-해상풍력 복합발전을 위한 대형 반잠수식 플랫폼의 개념설계)

  • Kim, Kyong-Hwan;Lee, Kangsu;Sohn, Jung Min;Park, Sewan;Choi, Jong-Su;Hong, Keyyong
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.18 no.3
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    • pp.223-232
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    • 2015
  • The present paper considers the conceptual design of floating wave-offshore wind hybrid power generation system. The worldwide demand for ocean renewable energy is increasing rapidly. Wave and offshore wind energy have been attractive among the various ocean renewable energy sources, and the site to generate electricity from wave and offshore wind accords well together. This means that a hybrid power generation system, which uses wave and offshore wind energy simultaneously has many advantages and several systems have been already developed in Western Europe. A R&D project for a 10 MW class floating wave-offshore wind hybrid power generation system has been also launched in Korea. A semi-submersible platform, which has four vertical columns at each corner of the platform to be connected with horizontal pontoons, was designed for this system considering arrangements of multiple wind turbines and wave energy converters. A mooring system and power cable were also designed based on the metocean data of installation site. In the present paper, those results are presented, and the difficulties and design method in the design of hybrid power generation system are presented.

Dynamic Response Analysis for Upper Structure of 5MW Offshore Wind Turbine System based on Multi-Body Dynamics Simulation (다물체 동역학 시뮬레이션 기반 5MW급 해상풍력발전시스템의 상부구조물에 대한 동적 응답 해석)

  • Lee, Kangsu;Im, Jongsoon;Lee, Jangyong;Song, Chang Yong
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.16 no.4
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    • pp.239-247
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    • 2013
  • Recently renewable energy such as offshore wind energy takes a higher interest due to the depletion of fossil fuel and the environmental pollution. This paper deals with multi-body dynamics (MBD) analysis technique for offshore wind turbine system considering aerodynamic loads and Thevenin equation used for determination of electric generator torque. Dynamic responses of 5MW offshore wind turbine system are evaluated via the MBD analysis, and the system is the horizontal axis wind turbine (HAWT) which generates electricity from the three blades horizontally installed at upwind direction. The aerodynamic loads acting on the blades are computed by AeroDyn code, which is capable of accommodating a generalized dynamic wake using blade element momentum (BEM) theory. In order that the characteristics of dynamic loads and torques on the main joint parts of offshore wind turbine system are simulated similarly such an actual system, flexible body modeling including the actual structural properties are applied for both blade and tower in the multi-body dynamics model.

Comparison of LCOE of the Southwest Offshore Wind Farm According to Types and Construction Methods of Supporting Structures (해상풍력 지지구조물 형식 및 시공 방법에 따른 서남해 해상풍력실증단지의 균등화발전비용 비교)

  • SeoHo Yoon;Sun Bin Kim;Gil Lim Yoon;Jin-Hak Yi
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.35 no.3
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    • pp.57-66
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    • 2023
  • In order to understand the economic feasibility of an offshore wind farm, this paper analyzed the differences in LCOE (levelized cost of energy) according to the support type and construction method of the substructure in terms of LCOE and sensitivity analysis was conducted according to the main components of LCOE. As for the site to be studied, the Southwest Offshore Wind Farm was selected, and the capital expenditures were calculated according to the size of the offshore wind farm and the installation unit. As a result of the sensitivity analysis, major components showed high sensitivity to availability, turbine related cost, weighted average cost of capital and balance of system related cost. Moreover, the post-piling jacket method, which was representatively applied to the substructure of the offshore wind farm in Korea, was selected as a basic plan to calculate the capital expenditures, and then the capital expenditures of the pre-piling jacket method and the tripod method were calculated and compared. As a result of analyzing the LCOE, it was confirmed that the pre-piling jacket method of the supporting structure lowers the LCOE and improves economic feasibility as the installation number of turbines increases.

Industrial Trend Analysis of Windturbine's Part and System (풍력발전기 부품 및 시스템의 산업동향 분석)

  • Kwon, young-il
    • Proceedings of the Korea Contents Association Conference
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    • 2010.05a
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    • pp.554-556
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    • 2010
  • 풍력발전기의 수요가 유럽에서 북미, 아시아로 확대되고 있으며, 육상 풍력발전에 비해 대형 발전기 설치에 공간적 제약이 없는 해상 풍력발전이 선진국들에 의해 채택되고 있고 발전기의 대형화(Repowering)를 통한 에너지효율 증대, 단위 용량당 건설비 감소 등의 유리한 점 때문에 풍력발전기가 대형화되는 추세이다.

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Study on Mitigation of Negative Damping Phenomenon and Improvement of Power Performance of a Floating Offshore Wind System Using Peak Shaving Control (피크쉐이빙 제어를 적용한 부유식 해상풍력시스템의 네거티브 댐핑 현상 완화 및 출력 성능 개선 연구)

  • Jungtae Kim;Jaehoon Son;Kwansu Kim;Hyeokjun Koh;Jongpo Park
    • Journal of Wind Energy
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    • v.13 no.2
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    • pp.13-22
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    • 2022
  • In this study, the resonant motion of a floating offshore wind system due to negative damping was mitigated by peak shaving algorithms of the NREL ROSCO controller, and the decreased gains of the blade pitch controller by the gain detuning method for the floating system was increased to the gains of onshore baseline controller to improve the power performance of the turbine. To check the performance of the controller, the dynamic responses between the existing gain-detuned pitch controller and the ROSCO controller with peak shaving control for an OC4 floating offshore wind system were compared. As a result of DLC1.1 at near-rated wind speed, when peak shaving was applied, the average generator power decreased by 1.9%, but it was confirmed that the standard deviation was reduced and stability was improved with fast pitch regulation. In addition, since peak shaving reduces the maximum thrust of the rotor, was confirmed that not only are the loads of the blades and tower reduced, but the surge motion of the floater is also reduced, and the tension of the mooring lines is reduced.

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

  • Jin, Jeongin;Kim, Donghyun;Jung, Minuk
    • KEPCO Journal on Electric Power and Energy
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    • v.2 no.3
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    • pp.469-475
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    • 2016
  • As we are facing the shortage of oil energy, studies on renewable energy, wind energy research has been naturally getting attention. Among wind energies, ocean wind energy is relatively abundant compared to land wind energy and therefore, is getting much attention in terms of its efficiency. However, the problem is the cost. Generally, the cost ratio of the supporting structure is over 25% of the total installation cost of a offshore wind turbine system. Thus, it is very important to reduce the total installation cost of the offshore wind turbine and develop accurate analysis methodology for various offshore wind turbine foundations. In this study, nonlinear structure-soil interaction analyses have been proposed and conducted for the typical suction bucket model of an offshore wind turbine foundation, and the results were compared with experimental test data for numerical validations.

Development of a Calculation Model for an Optimal Safe Distance between Ship Routes and Offshore Wind Sites (선박 통항로와 해상풍력단지 간 최적의 이격거리 산정 모델 개발)

  • Ohn, Sung-Wook;Namgung, Ho
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.6
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    • pp.973-991
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    • 2022
  • Globally, several countries with sea are using eco-friendly energy resources through offshore wind power development by overcoming the weak point of the existing power generation method. The sea has the advantage of being able to develop large scale wind farms in wide waters, but the installation of marine structures threatens the safe operation of vessels. Accordingly, a standard guideline for safe navigation by analyzing the mutual effects between ship routes and offshore wind site was presented by the PIANC. Nonetheless, the standard guideline calculated the same safe distance in all situations. Therefore, this study developed a calculation model for an optimal safe distance between ship routes and offshore wind sites by reflecting the ship's maneuvering, encounter situations, environmental force, traffic density, offshore wind power generators, and channel types. As a result of the validation simulation, the developed model showed that the optimal safe distance was secured.