• 제목/요약/키워드: Offshore Current

검색결과 441건 처리시간 0.021초

세굴에 기인한 해상풍력터빈 펜타팟 석션버켓 지지구조물의 극한한계상태 위험도 평가 (Ultimate Limit State Risk Assessment of Penta Pod Suction Bucket Support Structures for Offshore Wind Turbine due to Scour)

  • 김영진;;김동현
    • 한국해안·해양공학회논문집
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    • 제33권6호
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    • pp.374-382
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    • 2021
  • 5.5 MW 해상풍력터빈을 위해 새로 개발된 펜타팟 석션버켓 지지구조물의 극한한계상태 위험도 평가를 진행하였다. 유의파고, 유의파 주기, 조류속 등 해양 환경조건을 고려한 세굴확률을 위험(hazard)으로 산정하였다. 석션버켓 지지구조물 기초의 극한한계상태 파괴기준을 적용하여 세굴 깊이에 따른 취약도를 산정하였다. 극한한계상태는 기초구조물의 지지력을 이용하여 정의하였다. 해저드와 취약도를 이용하여 펜타팟 석션버켓의 위험도를 산정하였다.

울산 앞바다 8 MW급 부유식 해상풍력터빈의 LCOE 연구 (Evaluation Study of LCOE for 8 MW Offshore Floating Wind Turbine in Ulsan Region)

  • 이동훈;임희창
    • 풍력에너지저널
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    • 제14권1호
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    • pp.5-13
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    • 2023
  • The commercialization has been of great importance to the clean energy research sector for investing the wind farm development, but it would be difficult to reach a social consensus on the need to expand the economic feasibility of renewable energy due to the lack of reliable and continuous information on levelized cost of Energy (LCOE). Regarding this fact, this paper presents the evaluation of LCOE, focusing on Ulsan offshore region targeting to build the first floating offshore wind farm. Energy production is estimated by the meteorology data combined with the Leanwind Project power curve of an exemplar wind turbine. This work aims to analyze the costs of the Capex depending on site-specific variables. The cost of final LCOE was estimated by using Monte-Carlo method, and it became an average range 297,090 KRW/MWh, a minimum of 251,080 KRW/MWh, and a maximum of 341,910 KRW/MWh. In the year 2021, the SMP (system marginal price) and 4.5 REC (renewable energy certificate) can be paid if 1 MWh of electricity is generated by renewable energy. Considering current SMP and REC price, the floating platform industry, which can earn around 502,000 KRW/MWh, can be finally estimated highly competitive in the Korean market.

대형 부유식 파력-해상풍력 복합발전 구조물의 극한환경 운동 성능에 대한 실험적 연구 (An Experimental Study on Dynamic Performance of Large Floating Wave-Offshore Hybrid Power Generation Platform in Extreme Conditions)

  • 김경환;홍장표;박세완;이강수;홍기용
    • 한국해양환경ㆍ에너지학회지
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    • 제19권1호
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    • pp.7-17
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    • 2016
  • 본 연구에서는 대형 부유식 파력-해상풍력 복합발전 구조물의 극한환경 운동 성능에 관한 실험적 연구를 다루고 있다. 대형 부유식 복합발전 구조물에 대한 운동 성능을 평가하기 위하여 1/50 축척비의 모형을 제작하였다. 그리고 설계된 계류선의 사양에 부합하는 계류선 모형을 제작하였고 자유감쇠시험 및 static pull-out 시험을 통하여 검증하였다. 주어진 구조물의 수심을 만족하기 위하여 계류선 테이블을 도입하고 환경조건에 계류판에 따른 환경조건을 확인하였다. 모형시험에서 규칙파 중 운동응답을 확인하고 파랑, 조류, 바람의 복합환경 하중을 적용하여 극한환경 운동성능을 해석하였다. 최대 운동 및, 가속도를 계측하여 운동 안전성을 판단하였고 최대 변위와 계류 하중도 선급기준에 따라 판단하였다. 이로부터 복합발전 구조물의 운동 특성에 대하여 토의하였다.

Hydrography around Dokdo

  • Chang, Kyung-Il;Kim, Youn-Bae;Suk, Moon-Sik;Byun, Sang-Kyung
    • Ocean and Polar Research
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    • 제24권4호
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    • pp.369-389
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    • 2002
  • CTD data taken in the Ulleung Basin between 1996 and 2001 are analyzed to understand the hydrography around Dokdo. Major features occurring in the Ulleung Basin such as the path variability of the East Korean Warm Current (EKWC), the location and size of the Ulleung Warm Eddy (UWE) and the position of the Offshore Branch along the Japanese coast all influence the hydrography around Dokdo. The Dokdo area frequently lies in the eastern part of the meandering EKWC and the UWE that results in a filting of isolines sloping upwards to Dokdo in the Ulleung Interplain Gap (UIG) between Ulleungdo and Dokdo. Subsurface water near Dokdo then becomes colder and less saline than water near Ulleungdo. Two cases that are opposite to this general trend are also identified when the Dokdo area is directly affected by the EKWC and by a small scale eddy ffd by the Offshore Branch. High salinity cores and warm waters are then found near Dokdo with isolines sloping upwards to Ulleungdo. Freshening of the East Sea Intermediate Water was observed in the UIG when neither the EKWC nor the UWE was developed in the Ulleung Basin during June-November 2000.

요소항력모델을 활용한 선저검사용 ROV 모델링 및 트래킹 시뮬레이션 (Modeling and Tracking Simulation of ROV for Bottom Inspection of a Ship using Component Drag Model)

  • 전명준;이동현;윤현규;구본국
    • 한국해양공학회지
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    • 제30권5호
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    • pp.374-380
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    • 2016
  • The large drift and angle of attack motion of an ROV (Remotely operated vehicle) cannot be modeled using the typical hydrodynamic coefficients of conventional straight running AUVs and specific slender bodies. In this paper, the ROV hull is divided into several simple-shaped components to model the hydrodynamic force and moment. The hydrodynamic force and moment acting on each component are modeled as the components of added mass force and drag using the known values for simple shapes such as a cylinder and flat plate. Since an ROV is operated under the water, the only environmental force considered is the current effect. The target ROV dealt with in this paper has six thrusters, and it is assumed that its maneuvering motion is determined using a thrust allocation algorithm. Tracking simulations are carried out on the ship’s surface near the stern, bow, and midship sections based on the modeling of the hydrodynamic force and current effect.

Hull/Mooring/Riser Coupled Dynamic Analysis of a Turret-Moored FPSO Compared with OTRC Experiment

  • Kim Young-Bok;Kim Moo-Hyun
    • Journal of Ship and Ocean Technology
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    • 제8권3호
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    • pp.26-39
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    • 2004
  • A vessel/mooring/riser coupled dynamic analysis program in time domain is developed for the global motion simulation of a turret-moored, tanker based FPSO designed for 6000-ft water depth. The vessel global motions and mooring tension are simulated for the non-parallel wind-wave-current 100-year hurricane condition in the Gulf of Mexico. The wind and current forces and moments are estimated from the OCIMF empirical data base for the given loading condition. The numerical results are compared with the OTRC(Offshore Technology Research Center: Model Basin for Offshore Platforms in Texas A&M University) 1:60 model-testing results with truncated mooring system. The system's stiffness and line tension as well as natural periods and damping obtained from the OTRC measurement are checked through numerically simulated static-offset and free-decay tests. The global vessel motion simulations in the hurricane condition were conducted by varying lateral and longitudinal hull drag coefficients, different mooring and riser set up, and wind-exposed areas to better understand the sensitivity of the FPSO responses against empirical parameters. It is particularly stressed that the dynamic mooring tension can be greatly underestimated when truncated mooring system is used.

Risk free zone study for cylindrical objects dropped into the water

  • Xiang, Gong;Birk, Lothar;Li, Linxiong;Yu, Xiaochuan;Luo, Yong
    • Ocean Systems Engineering
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    • 제6권4호
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    • pp.377-400
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    • 2016
  • Dropped objects are among the top ten causes of fatalities and serious injuries in the oil and gas industry (DORIS, 2016). Objects may accidentally fall down from platforms or vessels during lifting or any other offshore operation. Proper planning of lifting operations requires the knowledge of the risk-free zone on the sea bed to protect underwater structures and equipment. To this end a three-dimensional (3D) theory of dynamic motion of dropped cylindrical object is expanded to also consider ocean currents. The expanded theory is integrated into the authors' Dropped Objects Simulator (DROBS). DROBS is utilized to simulate the trajectories of dropped cylinders falling through uniform currents originating from different directions (incoming angle at $0^{\circ}$, $90^{\circ}$, $180^{\circ}$, and $270^{\circ}$). It is found that trajectories and landing points of dropped cylinders are greatly influenced by the direction of current. The initial conditions after the cylinders have fallen into the water are treated as random variables. It is assumed that the corresponding parameters orientation angle, translational velocity, and rotational velocity follow normal distributions. The paper presents results of DROBS simulations for the case of a dropped cylinder with initial drop angle at $60^{\circ}$ through air-water columns without current. Then the Monte Carlo simulations are used for predicting the landing point distributions of dropped cylinders with varying drop angles under current. The resulting landing point distribution plots may be used to identify risk free zones for offshore lifting operations.

일정경사 수심단면에서 평균수위의 상승/저하 효과를 고려한 해빈류의 예측 (Prediction of Longshore Current with Set-up/down Effect on a Plane Beach)

  • 이철응;김영중;최한규
    • 산업기술연구
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    • 제17권
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    • pp.277-289
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    • 1997
  • The numerical model for prediction of longshore current with set-up/down effect on a plane beach is developed using the longshore component of the depth-integrated momentum balance equation. To predict the longshore current, the wave height model should first be formulated because the longshore current depends on the wave height directly. Two wave model, regular wave model and random wave model, are developed based on the energy flux balance equation. Also, the numerical model estimating the set-up inside the shoreline is developed using both the on-offshore momentum equation and the moving boundary technique. The numerical models are verified by the analytical solution, and compared with laboratory data. It is found from the comparison that developed models may be predicted accurately the longshore current with set-up/down effect on a plane beach.

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울돌목 시험조류발전소 구조물 안전감시시스템 구축에 관한 연구 (Study on Building a Structural Health Monitoring System for Uldolmok Tidal Current Power Plant)

  • 이진학;박우선;박진순;이광수
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2007년도 춘계학술대회
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    • pp.635-638
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    • 2007
  • In this paper, we described the fundamental concepts of proposed structural health monitoring system for Uldolmok Tidal Current Power Plant focusing on the use of smart sensors including fiber bragg grating sensors and macro fiber composite sensors. The structural health monitoring system can play an important role to maintain the structural safety for offshore structures like as bridges and high-rise buildings. In the case of tidal current power plant, the monitoring system is much more important since the structures are usually constructed at the site with severer environmental loadings such as high current speed.

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연안역 구조물 주위에서의 해빈류의 수치해석에 관한 연구 (A Study on the Numerical Model of Wave Induced Current around Nearshore Structure)

  • 민병형;이상화;김인철
    • 한국해양공학회지
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    • 제5권1호
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    • pp.55-63
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    • 1991
  • This study is to predict accurately the wave induced current accuring by the radiation stress which acts as the driving force around Nearshore structure. For the wave induced current, the depth integrated and time averaged governing equation of an unsteady nonlinear form is derived from the continuity and momentum equation of an incompressible fluid. Numerical solutions are obtained by a finite difference method for the governing equation. In the vicinity of a structure, computed flow patterns show good agreement with the hydraulic experimental data. The numerical results obtained by neglecting the convective term show a large change of alongshore and offshore current.

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