• Title/Summary/Keyword: 해상풍력발전기 설치선

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Characteristics on the chord length and cutting ratio of rear side blade for the offshore vertical axis wind turbine (날개 길이 및 후면부 절개 비율에 따른 해상용 수직축 풍력발전기 특성 평가)

  • Kim, Namhun;Kim, Kyenogsoo;Yoon, Yangil;Oh, Jinseok
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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    • pp.64.2-64.2
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    • 2011
  • 해상용(offshore) 부이(bouy)는 선박의 항로를 지시하거나 암초, 침몰선 등 항해상의 위험물을 알리기 위해 사용 되며, 야간을 위해 등화장치를 설치한 것을 등부표라 한다. 등부표는 야간 점등을 위해 자체 전력 생산시스템을 갖추고 있으나, 기존의 태양광을 이용한 전력 시스템은 해상 환경에 따른 제약이 많아 안정적인 운영이 어려우므로 풍력 발전기(wind turbine)를 이용한 하이브리드 전력 생산시스템으로의 전환이 필요한 실정이다. 선행 연구는 수직축(vertical axis) 양력(lift) 및 항력(drag) 조합형 해상용 풍력발전기 개발에 대하여 수행하였으나, 본 논문에서는 풍력발전기의 효율 증대를 위해 날개 길이 및 후면부 절개 비율에 따른 수직축 풍력발전기 특성에 대하여 연구하였다. 풍력발전기의 설치조건은 선행연구와 동일하게 등명구 교체 작업을 원활하게 하기 위하여 설치 공간을 $1m{\times}1m$로 제한하였으며, 등부표의 구조를 고려하여 최상단에 지지 프레임을 별도로 구성 하였다. 풍력발전기의 블레이드는 0.6mm의 알루미늄 박판을 절곡하여 NACA 4418의 외형을 가지도록 제작하였고, 블레이드 설계 시 에어포일의 후면부를 절개하여 양력과 항력을 효과적으로 이용하며 저속과 고속에서 높은 효율을 가지도록 설계하였다. 또한 블레이드 날개 길이와 후면부 절개 비율에 따른 풍력발전기 특성을 실험을 통해 비교하여 기준 해상 풍속에서 블레이드 설계 최적화를 수행하였으며 비교 모델 대비 약32% 발전량이 증가한 설계변수 조합을 구하였다.

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Evaluation of the Natural Vibration Modes and Structural Strength of WTIV Legs based on Seabed Penetration Depth (해상풍력발전기 설치 선박 레그의 해저면 관입 깊이에 따른 고유 진동 모드와 구조 강도 평가)

  • Myung-Su Yi;Kwang-Cheol Seo;Joo-Shin Park
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.30 no.1
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    • pp.127-134
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    • 2024
  • With the growth of offshore wind power generation market, the corresponding installation vessel market is also growing. It is anticipated that approximately 100 installation vessels will be required in the of shore wind power generation market by 2030. With a price range of 300 to 400 billion Korean won per vessel, this represents a high-value market compared to merchant vessels. Particularly, the demand for large installation vessels with a capacity of 11 MW or more is increasing. The rapid growth of the offshore wind power generation market in the Asia-Pacific region, centered around China, has led to several discussions on orders for operational installation vessels in this region. The seabed geology in the Asia-Pacific region is dominated by clay layers with low bearing capacity. Owing to these characteristics, during vessel operations, significant spudcan and leg penetration depths occur as the installation vessel rises and descends above the water surface. In this study, using penetration variables ranging from 3 to 21 m, the unique vibration period, structural safety of the legs, and conductivity safety index were assessed based on penetration depths. As the penetration depth increases, the natural vibration period and the moment length of the leg become shorter, increasing the margin of structural strength. It is safe against overturning moment at all angles of incidence, and the maximum value occurs at 270 degrees. The conditions reviewed through this study can be used as crucial data to determine the operation of the legs according to the penetration depth when developing operating procedures for WTIV in soft soil. In conclusion, accurately determining the safety of the leg structure according to the penetration depth is directly related to the safety of the WTIV.

Estimation of Structural Strength for Spudcan in the Wind Turbine Installation Vessel (해상풍력발전기 설치선박의 스퍼드캔 구조강도 예측법)

  • Park, Joo-Shin;Lee, Dong-Hun;Seo, Jung-Kwan
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.1
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    • pp.141-152
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    • 2022
  • As interest increases related to the development of eco-friendly energy, the offshore wind turbine market is growing at an increasing rate every year. In line with this, the demand for an installation vessel with large scaled capacity is also increasing rapidly. The wind turbine installation vessel (WTIV) is a fixed penetration of the spudcan in the sea-bed to install the wind turbine. At this time, a review of the spudcan is an important issue regarding structural safety in the entire structure system. In the study, we analyzed the current procedure suggested by classification of societies and new procedures reflect the new loading scenarios based on reasonable operating conditions; which is also verified through FE-analysis. The current procedure shows that the maximum stress is less than the allowable criteria because it does not consider the effect of the sea-bed slope, the leg bending moment, and the spudcan shape. However, results of some load conditions as defined by the new procedure confirm that it is necessary to reinforce the structure to required levels under actual pre-load conditions. Therefore, the new procedure considers additional actual operating conditions and the possible problems were verified through detailed FE-analysis.

Performance Analysis of the Powerline Communication for Condition Monitoring System of an MW Class Offshore Wind Turbine's Nacelle (MW급 해상풍력발전기 나셀의 상태 감시를 위한 전력선 통신 성능 분석)

  • Sohn, Kyung-Rak;Kim, Kyoung-Hwa;Jeong, Seong-Uk;Nam, Seung-Yun;Kim, Hyun-Sik
    • Journal of Navigation and Port Research
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    • v.40 no.3
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    • pp.159-164
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    • 2016
  • The goal of this study is to implement a communication system that can monitor the status of the nacelle using the power cable itself, without the dedicated communication lines such as an UTP cable and optical fiber for the offshore wind turbine. An inductive coupling powerline communication system for a MW class offshore wind turbine was proposed and its communication performance was demonstrated. The inductive couplers was designed for operation at up to 500 A using a ferrite composite materials. Field test was carried out on the wind farms of Jeju island. Using the iperf communication test program, we have obtained more than 15 Mbps data transmission rate through the 100 m power cable that was installed between the nacelle and the bottom of the power converter. In the data transmission stability test for a week, there was no failure ever. The minimum transmission rate was 15 Mbps and the average data rate was about 20 Mbps. Next, we have installed an infrared camera inside the nacelle in order to measure the temperature distribution and variation of the nacelle. The real-time thermal image taken by the camera was successfully sent to the monitoring system without error.

Numerical Analysis of Offshore Wind Turbine Foundation Considering Properties of Soft layer in Jeju (제주 연약지층 특성을 고려한 해상풍력기초의 수치해석적 연구)

  • Yang, Ki-Ho;Seo, Sang-Duk;Cho, Yee-Sun;Park, Jeong-Jun
    • Journal of the Korean Geosynthetics Society
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    • v.12 no.4
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    • pp.45-56
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    • 2013
  • Recently, offshore wind farms are increasingly expected, because there are huge resource and large site in offshore. Jeju island has optimum condition for constructing a wind energy farm. Unlike the mainland, Jeju island has stratified structure distribution between rock layers sediments due to volcanic activation. In these case, it can be occur engineering problems in whole structures as well as the safety of foundation as the thickness and distribution of sediment under top rock layer can not support sufficiently the structure. In this paper, the settlement and stress distribution is predicted by numerical analysis when the mono-pile base are constructed on various soft layer between stratified structure. To determine the settlement of the pile foundation supported on stratified rock layer, the geological investigation at the 3 regiions and the results of laboratory experiments of the stratified rock layer is required.

The Energy Production of Offshore Wind Farm Using WindPRO (WindPRO를 이용한 해상풍력단지 발전량 예측)

  • Jeong, Moon-Seon;Moon, Chae-Joo;Kwak, Seung-Hun;Choi, Man-Su;Chang, Young-Hak
    • Proceedings of the KIPE Conference
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    • 2010.11a
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    • pp.267-268
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    • 2010
  • 본 논문에서는 풍력발전단지 설계를 목적으로 사용되고 있는 EMD사의 WindPRO2.6을 이용하여 서남해안에 설치된 50m 높이의 Met mast에서 1년 동안 관측된 풍황자원을 분석하고, 특정 풍력발전기를 적용하여 40MW급 해상풍력발전단지를 설계했을 경우 연간 생산되는 발전량을 예측하였다.

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Effect Analysis of Offshore Wind Farms on VHF band Communications (VHF 대역 통신에 대한 해상풍력 발전단지의 영향성 분석)

  • Oh, Seongwon;Park, Taeyong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.28 no.2
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    • pp.307-313
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    • 2022
  • As the development of renewable energy expands internationally to cope with global warming and climate change, the share of wind power generation has been gradually increasing. Although wind farms can produce electric power for 24 h a day compared to solar power plants, Their interfere with the operation of nearby radars or communication equipment must be analyzed because large-scale wind power turbines are installed. This study analyzed whether a land radio station can receive sufficient signals when a ship sailing outside the offshore wind farm transmits distress signals on the VHF band. Based on the geographic information system digital map around the target area, wind turbine CAD model, and wind farm layout, the area of interest and wind farm were modeled to enable numerical analysis. Among the high frequency analysis techniques suitable for radio wave analysis in a wide area, a dedicated program applying physical optics (PO) and shooting and bouncing ray (SBR) techniques were used. Consequently, the land radio station could receive the electromagnetic field above the threshold of the VHF receiver when a ship outside the offshore wind farm transmitted a distress communication signal. When the line of sight between the ships and the land station are completely blocked, the strength of the received field decreases, but it is still above the threshold. Hence, although a wind farm is a huge complex, a land station can receive the electromagnetic field from the ship's VHF transmitter because the wave length of the VHF band is sufficiently long to have effects such as diffraction or reflection.

Numerical Analysis of Hydrodynamic Characteristics for Various Types of Jack-up Legs (다양한 형상의 Jack-up Leg에 대한 해양 동역학적 수치해석)

  • Kim, Ji-Seok;Park, Min-Su;Koo, Weoncheol
    • Journal of Ocean Engineering and Technology
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    • v.28 no.5
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    • pp.371-377
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    • 2014
  • In this study, the hydrodynamic characteristics of various types of jack-up legs for a wind turbine installation vessel were analyzed. Using the modified Morison equation, the wave and current excitation forces on the jack-up legs were calculated. A modal analysis was performed to predict the dynamic responses for various types of jack-up legs. The Newmark-beta time integration scheme was used to solve the equation of motion in waves in the time domain. The maximum displacement and maximum bending stress were computed for four different types of legs, and their results were compared to select an optimum leg type. Finally, a six-leg jack-up rig with the selected optimal legs was modeled, and its natural period and hydrodynamic behaviors were evaluated.

Shape Optimization of a Hole for Water Jetting in a Spudcan for a Jack-up Rig (잭업리그 스퍼드캔의 물 분사용 홀 형상 최적화)

  • Seong, Jeong Hyeon;Han, Dong Seop;Park, Young Chul
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.4
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    • pp.337-342
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    • 2016
  • A spudcan is mounted on the lower leg of the jack-up rig, a device for preventing a rollover of a structure and to support the structure in a stable sea floor. At the time of inserting the surface of the spud can to penetrate when the sand layer is stable and smoothly pulled to the clay layer, and at that time of recovery when uploading the spud can is equipped with a water injection device. In this study, it is significant to optimize the shape of pipelines holes for water injection device and it was set in two kinds of shape, the oval and round. Interpretation of the subject into the site of Gulf of Mexico offshore Wind Turbine Installation Vessels (WTIV) was chosen as a target platform. Using the ANSYS Workbench commercial programs, optimal design was conducted. The results of this study can be applied to the hole-shaped design of various marine structures.