• Title/Summary/Keyword: 파랑운동

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Experimental Study for Possibility of Net Type Floating Breakwave (그물형 부유식 방파제의 가능성에 관한 실험적 연구)

  • 김종현;노준혁;김연규;박안진;박노식;윤범상
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2000.04a
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    • pp.215-219
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    • 2000
  • 본 연구는 우리나라 연안해역의 파랑특성과 기존에 개발된 방파제의 특성을 근거로 하여 개념만 정립되어 있는 Active Device형 부유식 방파제(그물형 부유식 방파제)의 가능성 검증을 목적으로 수행하였다. 본 논문에서는 그물형 부유식 방파제의 방파효율과 관련한 인자들(부유체의 형상, 홀수, 각부유체간의 연결방식)의 특성을 실험을 통하여 비교 분석하였다. 작은 부유체를 연결한 형태인 그물형 부유식 방파제는 부유체 사이를 지나가는 파랑 에너지를 부유체의 운동으로 소멸시키는 형태이다. 실험결과 부유체가 완전히 Heave 운동만 한다면 상당한 파에너지를 흡수할 수 있음을 알 수 있었다.

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한국형 e-Navigation 선내시스템 원격 모니터링 서비스의 복원성 및 화재 판정 모듈 개발

  • Lee, Dae-Hak;Lee, Sang-Man;Choe, Jeong-Ung;Lee, Seung-Hyeon;Park, Jin-Hyeong;Kim, Seung-Tae
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2019.11a
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    • pp.165-167
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    • 2019
  • 본 연구에서는 한국형 e-Navigation 선내시스템 원격 모니터링 서비스(SV20) 중 복원성 및 화재 판정 모듈의 개발과 운용개념에 대해서 소개하였다. 구체적으로는 선박의 복원성(안정성)과 관련된 메타센터 높이(GM), 복원성지수, 운동성지수 그리고 선체-파랑 동조위험성의 산출 및 표출에 대한 방안과 선내 화재정보의 표출 방안을 설명하고, 개발 진행사항 그리고 향후 연구 등을 기술하였다.

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Hydrodynamic-Structural Response Coupling Analysis to a Rectangle Floating Structures (장방형 부유구조물에 대한 동유체력-구조응답 특성)

  • Oh, Young-Cheol;Gim, Ok-Sok;Ko, Jae-Yong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.18 no.6
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    • pp.577-583
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    • 2012
  • Structures floating in the ocean experience various kinds of external loads, among which wave load is considered as determining factor in structural design. Its relative size compared with wavelength may be used to classify whether the structure is relatively small or large. Traditionally, the small structures are assumed to have little diffraction and the wave loads on large structure are usually calculated by only considering inertia force according to diffraction. In this paper, rectangular floating structures usually used in the ocean, river, and lake are used to find the relationship between hydrodynamic forces and its structural response.

2-DH Quadtree based Modelling of Longshore Current (연안류에 대한 2D-H 사면구조에 기초한 수치모델링)

  • 박구용
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.13 no.1
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    • pp.1-8
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    • 2001
  • Wave-induced currents drive nearshore transport processes, and hence an accurate understanding of wave-current interaction is required for proper management of coastal zone. This paper presents details of an adaptive quadtree grid based numerical model of the coupled wave climate and depth-averaged current field. The model accounts for wave breaking, shoaling, refraction, diffraction, wave-current interaction, set-up and set-down, mixing processes, bottom friction effects, and movement of land-water interface at the shoreline. The wave period- and depth-averaged governing equations arc discrctized explicitly by means of an Adarns¬Bashforth second-order finite difference technique on adaptive hierarchical staggered quadtree grids. Results from the numerical model are in reasonable agreement with the laboratory data of longshore current generated by oblique waves on a plane beach (Visser 1980, 1991).

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Numerical Computations on Hydroelastic Response of a Vertical Cylinder in Extreme Wave Loads (유탄성 응답을 고려한 수직 실린더에 작용하는 극한파의 파랑하중 수치해석)

  • Hong, Sa-Young;Kim, Byoung-Wan;Kyoung, Jo-Hyun
    • Journal of Navigation and Port Research
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    • v.31 no.1 s.117
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    • pp.21-27
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    • 2007
  • The wave load and its influence on the response of offshore structure have been well investigated through the statistical approach based on the linear theory. The linear approach has a limitation to apply the extreme condition such as extreme wave, which corresponds to extreme value of wave spectrum. The main topic of present study is to develop an efficient numerical method to predict wave load induced by extreme wave. As a numerical method, finite element method based on variational principle is adopted. The frequency-focusing method is applied to generate the extreme wave in the numerical wave tank. The wave load on the bottom mounted vertical cylinder is investigated. The hydroelastic response of the vertical cylinder is also investigated so as to compare the wave loads with the rigid body case in the extreme wave condition.

On the Development of Design Wave Loads in Classification Rules(II) (선급 및 강선 규칙의 설계 파랑 하중 산식 개발(II))

  • J.Y. Song;Y.K. Chon;T.B. Ha
    • Journal of the Society of Naval Architects of Korea
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    • v.31 no.4
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    • pp.1-7
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    • 1994
  • As a subsequent work presented in Ref.[1] which deals with the global dynamic wave loads in the classification rules, further studies on such as the dynamic pressures above load waterline, motions and accelerations and other local design loads were carried out. Frequency domain 2D linear strip theory is employed and statistical analyses for the concerned ship responses were carried out for the 17 existing ships to derive simple and descriptive formula which can be used as a guidelines at preliminary design stage as well as a part of classification rules. The calculated results and thereby proposed formula are compared with those of other available data, and will be incorporated in the rules for steel ships of Korean Register of Shipping.

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Stability Analysis of a Small Racing Boat in Steady Wind and Wave Impact (바람과 파랑충격을 고려한 소형경주정의 안정성해석)

  • S.H. Chun;H.H. Chun;M.K. Ha;M. Nakato
    • Journal of the Society of Naval Architects of Korea
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    • v.36 no.1
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    • pp.1-14
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    • 1999
  • The simulation results of a small racing boat racing in steady wind and encountering waves are investigated by Nakato & Ha. The simulation of the race running is realized by referring the measured data of boats and the motions are described by a set of equations of motion in six degree of freedom as generals used in the aerodynamics. In this report, Nakato & Ha's motion equations are modified by equipping the flaps to generate the lift. The flaps of the racing boat could restrain considerably the boat from capsizing caused by superposed external disturbances, wind and encountering waves.

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