• 제목/요약/키워드: coastal-offshore

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하계동안 한국 서해 태안반도 연근해에서 부유퇴적물의 운반양상 (Southward Transport of Suspended Sediments during Summer Season in the Coastal Zone off Tae-An Peninsula, West Coast of Korea)

  • 최진용;박용안
    • 한국해양학회지:바다
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    • 제3권1호
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    • pp.45-52
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    • 1998
  • 1996년 하계동안 한국 서해 대안반도 연근해에서 부유퇴적물의 총함량과 분포경향 및 부유물질의 입도특성을 측정하였고, 수온과 염분의 수괴특성치와 비교하여 부유퇴적물의 운반양상을 해석하였다. 연구해역의 하계 수괴 특성은 수온과 염분이 수직적으로 균질한 연안수괴와 수온약층이 뚜렷한 외양수괴로 구분되는 바, 연안수와 외양수는 강한 조석전선의 영향으로 활발하게 혼합되지 않았다. 그런데 경기만으로부터 유래된 저염의 연안수는 조석전선의 외양역에서 밀도약층대를 따라 중층 저염수를 형성하였고, 남쪽방향으로 이동하는 것으로 분석되었다. 부유물 총함량(TSM)은 경기만 입구의 연안수역에서 5 mg/l 이상으로 높았으며, 외양수역에서 대체로 2 mg/l 이하로 낮게 측정되었다. 외양수역에서는 수괴 홍탁도가 상층과 하층에 비하여 높게 나타나는 중층 혼탁수가 형성되었으며, 경기만 연안해역에서 유래한 부유물질은 위에서 설명된 수괴이동을 따라 남쪽방향으로 이동되는 것으로 규명된다. 부유물질의 입자크기는 전체적으로 2~9 ${\mu}m$의 평균입자 범위이며, 평균입자가 7 ${\mu}m$ 이상인 조립질 부유물은 경기만 연안수역의 혼탁수와 외양역 중층 저염수의 혼탁수에서 우세하다. 따라서 수괴분포와 연관된 부유물질의 입자특성은 부유물질의 이동과 거동방향의 해석에 긍정적인 자료로 여겨진다.

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해상풍력발전을 위한 연안지역의 난류에너지 특성 수치연구 (Numerical study on the characteristics of TKE in coastal area for offshore wind power)

  • 유정우;이순환;이화운
    • 한국환경과학회지
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    • 제23권9호
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    • pp.1551-1562
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    • 2014
  • To clarify the characteristics of TKE (Turbulence Kinetic Energy) variation for offshore wind power development, several numerical experiments using WRF were carried out in three different coastal area of the Korean Peninsula. Buoyancy, mechanical and shear production term of the TKE budget are fundamental elements in the production or dissipation of turbulence. Turbulent kinetic energy of the south coast region was higher than in other sea areas due to the higher sea surface temperature and strong wind speed. In south coast region, strong wind passing through the Korea Strait is caused by channelling effect of the terrain of the Geoje Island. Although wind speed is weak in east coast, because of large difference in wind speed between the upper and lower layer, the development of mechanical turbulence tend to be predominant. Since lower sea surface temperature and smaller wind shear were detected in west coastal region, the possibility of turbulence production not so great in comparison with other regions. The understanding of the characteristics of turbulence in three different coastal region can be reduced the uncertainty of offshore wind construction.

신형식 해상풍력 구조체 최적 설계 (Optimum Design of New Type Offshore Wind Power Tower Structure)

  • 한택희;윤길림;원덕희;오영민
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2012년도 춘계학술대회
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    • pp.388-389
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    • 2012
  • 현재 해상풍력 발전 타워는 강구조로 제작되고 있으며, 발전용량의 증가에 따라 타워 구조체 또한 장대화 되는 추세이다. 강조조물의 특성상 좌굴에 취약하며, 장대화 됨에 따라 세장비가 증가하여, 좌굴 및 진동에 취약한 특성을 보이게 된다. 본 연구에서는 신형식 구조체인 이중관-콘크리트 합성 구조(DSCT; Double Skinned Composite Tubular)를 적용한 해상풍력 타워를 제시하고 요구 성능을 만족하는 최적 단면 설계를 제시하였다. 관은 섬유보강 합성수지 (FRP; Fiber Reinforce Polymer)와 강재를 적용한 경우를 고려하였으며, 모두 요구 성능을 만족하였다.

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선박에 의한 해상교량의 충돌취약도 해석 (Collision Fragility Analysis of Offshore Bridge by Ship)

  • 조병일;김동현;오영민
    • 한국해안·해양공학회논문집
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    • 제22권4호
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    • pp.224-229
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    • 2010
  • 선박에 의한 해상교량의 충돌취약도 해석을 수행하였다. 확률변수를 충돌속도와 충돌각으로 하였으며 18,000DWT와 30,000DWT 설계선박에 대해 충돌해석을 수행하였다. 음함수 형태의 변위를 한계상태함수에 적용하기 위해 응답면 기법을 사용하여 충돌응답면을 구성하고 충돌속도를 2 m/s~7m/s까지 총 6개 CASE에 대해 신뢰성 해석을 수행하였다. 신뢰성 해석으로 계산한 파괴확률을 이용하여 충돌취약도 곡선을 표현하고 충돌속도에 대한 중간값과 대수표준편차를 계산하여 해상교량의 위험도를 나타내었다.

Laboratory study on the modulation evolution of nonlinear wave trains

  • Dong, G.H.;Ma, Y.X.;Zhang, W.;Ma, X.Z.
    • Ocean Systems Engineering
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    • 제2권3호
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    • pp.189-203
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    • 2012
  • New experiments focusing on the evolution characteristics of nonlinear wave trains were conducted in a large wave flume. A series of wave trains with added sidebands, varying initial steepness, perturbed amplitudes and frequencies, were physically generated in a long wave flume. The experimental results show that the increasing wave steepness, increases the speed of sidebands growth. To study the frequency and phase modulation, the Morlet wavelet transform is adopted to extract the instantaneous frequency of wave trains and the phase functions of each wave component. From the instantaneous frequency, there are local frequency downshifts, even an effective frequency downshift was not observed. The frequency modulation increases with an increase in amplitude modulation, and abrupt changes of instantaneous frequencies occur at the peak modulation. The wrapped phase functions show that in the early stage of the modulation, the phase of the upper sideband first diverges from that of the carrier waves. However, at the later stage, the discrepancy phase from the carrier wave transformed to the lower sideband. The phase deviations appear in the front of the envelope's peaks. Furthermore, the evolution of the instantaneous frequency exhibits an approximate recurrence-type for the experiment with large imposed sidebands, even when the corresponding recurrence is not observed in the Fourier spectrum.

Experimental study on the effect of EC-TMD on the vibration control of plant structure of PSPPs

  • Zhong, Tengfei;Feng, Xin;Zhang, Yu;Zhou, Jing
    • Smart Structures and Systems
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    • 제29권3호
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    • pp.457-473
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    • 2022
  • A high-frequency vibration control method is proposed in this paper for Pumped Storage Power Plants (PSPPs) using Eddy Current Tuned Mass Damper (EC-TMD), based on which a new type of EC-TMD device is designed. The eddy current damper parameters are optimized by numerical simulation. On this basis, physical simulation model tests are conducted to compare and study the effect of structural performance with and without damping, different control strategies, and different arrangement positions of TMD. The test results show that EC-TMD can effectively reduce the control effect under high-frequency vibration of the plant structure, and after the additional damping device forms EC-TMD, the energy dissipation is further realized due to the intervention of eddy current damping, and the control effect is subsequently improved. The Multi-Tuned Mass Damper (MTMD) control strategy broadens the tuning band to improve the robustness of the system, and the vibration advantage is more obvious. Also, some suggestions are made for the placement of the dampers to promote their application.

연근해어선의 안전조업을 위한 법제 개선방안 (A study on improvement of legislation for the safety fishing operation of the coastal and offshore fishing vessels)

  • 이승현;이윤철
    • 수산해양기술연구
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    • 제59권2호
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    • pp.172-180
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    • 2023
  • Although it is highly dependent on the production of coastal and offshore fishing, the Fishing Vessels Safety Fisheries Act was enacted in 2019 due to the continuous increase in marine accidents of coastal and offshore fishing vessels. However, the law is too focused on fishing and navigation in certain waters and does not contain accident-preventive content. Ministry of Oceans and Fisheries proposes a plan to revise the Fishing Boat Safety Fishing Act through legal comparison with Japan's Seafarers' Labor Sanitation Rules. It also proposes an amendment that includes the content of the Seafarers Act on post-accident action obligations. Under the Fishing Vessels Safety Fishing Act, the safety fishing education is implemented for specific people and adopts a method of delivery education after completing the education. The reason for this is that the educational requirements are not sufficient compared to the number of education personnel. Moreover, four hours of education are conducted once a year, which is not suitable for insufficient educational conditions. For efficient safety fishing education, improvement measures are proposed compared to education in the United States and the United Kingdom.

Experimental investigations on detecting lateral buckling for subsea pipelines with distributed fiber optic sensors

  • Feng, Xin;Wu, Wenjing;Li, Xingyu;Zhang, Xiaowei;Zhou, Jing
    • Smart Structures and Systems
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    • 제15권2호
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    • pp.245-258
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    • 2015
  • A methodology based on distributed fiber optic sensors is proposed to detect the lateral buckling for subsea pipelines in this study. Uncontrolled buckling may lead to serious consequences for the structural integrity of a pipeline. A simple solution to this problem is to control the formation of lateral buckles among the pipeline. This firms the importance of monitoring the occurrence and evolution of pipeline buckling during the installation stage and long-term service cycle. This study reports the experimental investigations on a method for distributed detection of lateral buckling in subsea pipelines with Brillouin fiber optic sensor. The sensing scheme possesses the capability for monitoring the pipeline over the entire structure. The longitudinal strains are monitored by mounting the Brillouin optical time domain analysis (BOTDA) distributed sensors on the outer surface of the pipeline. Then the bending-induced strain is extracted to detect the occurrence and evolution of lateral buckling. Feasibility of the method was validated by using an experimental program on a small scale model pipe. The results demonstrate that the proposed approach is able to detect, in a distributed manner, the onset and progress of lateral buckling in pipelines. The methodology developed in this study provides a promising tool for assessing the structural integrity of subsea pipelines.

A new semi-analytical approach for bending, buckling and free vibration analyses of power law functionally graded beams

  • Du, Mengjie;Liu, Jun;Ye, Wenbin;Yang, Fan;Lin, Gao
    • Structural Engineering and Mechanics
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    • 제81권2호
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    • pp.179-194
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    • 2022
  • The bending, buckling and free vibration responses of functionally graded material (FGM) beams are investigated semi-analytically by the scaled boundary finite element method (SBFEM) in this paper. In the concepts of the SBFEM, the dimension of computational domain can be reduced by one, therefore only the axial dimension of the beam is discretized using the higher order spectral element, which reduces the amount of calculation and greatly improves the calculation efficiency. The governing equation of FGM beams is derived in detail by the means of the principle of virtual work. Compared with the higher-order beam theory, fewer parameters and simpler control equations are used. And the governing equation is transformed into a first-order ordinary differential equation by introducing intermediate variables. Analytical solutions of the governing equation can be obtained by pade series expansion in the direction of thickness. Numerical example are compared with the numerical solutions provided by the previous researchers to verify the accuracy and applicability of the proposed method. The results show that the proposed formulations can quickly converge to the reference solutions by increasing the order of higher order spectral elements, and high accuracy can be achieved by using a small number of the elements. In addition, the influence of the structural sizes, material properties and boundary conditions on the mechanical behaviors of FG beams subjected to different load types is discussed.

세굴을 고려한 해상풍력터빈 지지구조물 위험도 평가 (Risk Assessment of Offshore Wind Turbine Support Structures Considering Scouring)

  • 김영진;이대용;김동현
    • 한국해안·해양공학회논문집
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    • 제32권6호
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    • pp.524-530
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    • 2020
  • 세굴에 의한 해상풍력터빈 지지구조물의 위험도 평가기법을 제안하였다. 제안방법은 세굴깊이별 발생확률과 세굴깊이에 따른 취약도를 이용한 위험도 평가방법이며 지진위험도 평가기법을 변형한 것이다. 세굴깊이의 확률분포는 유의파고, 유의 주기, 조류속 등 해양 환경조건을 고려하기 적합한 경험식을 이용해 산정했으며, 해상풍력터빈 지지구조물의 동적응답을 이용하여 세굴취약도 곡선을 산정하였다. 세굴깊이별 발생확률과 세굴에 의한 구조물의 세굴취약도 곡선을 결합하여 세굴위험도를 분석하였다.