• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2011년도 춘계학술대회
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• pp.399-401
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• 2011

반잠수식 시추선의 주선체(lower hull)를 세 가지 타입으로 설계하여 주선체에 대한 유체정역학적 계산, 조종성능 및 내항성능 계산 그리고 이론계산을 수행하여 wave distribution과 height도 각각 비교 분석하였다. 주선체의 Convention type, Bulbous bow type, 그리고 Ice breaking type 중 Ice breaking type 선형의 성능이 가장 우수하였다. 다음으로는 반잠수식 시추선의 모든 조건(작업, 이동, 생존)에서 주기둥(column) 또는 주선체(Lower)가 손상되어 부력을 상실했을 시 전복 되지 않도록 고안된 예비부력 기능과 기름 유출 사고시 기름을 회수 할 수 있는 기능을 갖춘 유회수 겸용 예비부력 탱크를 개발하였다.

• 대한환경공학회지
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• 제27권10호
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• pp.1030-1034
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• 2005

본 연구에서는 파도에너지가 비교적 작은 폐쇄성수역의 사질 조간대를 대상으로 하여 입자상 물질의 토양 침투거동을 파악하고, 유출된 기름의 조간대 사면표착이 입자상 물질의 토양침투 차단 여부를 규명하는 것을 목적으로 하여 모의 조간대 실험장치를 이용하여 실험을 하였다. 폐쇄성 수역과 같은 파도에너지가 작은 조간대에서는 쇄파대에서 붕괴된 파도에 의해서 입자상물질이 orbital 운동을 하면서 반원형태의 침투거동 (semi-circular penetration behavior)을 보였다. 또한 사면의 구배와 쇄파파고의 증가에 따라서 입자상물질의 침투속도도 증가하였다. 조석에 의해서는 토양중 해수의 이동방향과 동일한 방향으로 $45^{\circ}$ 각도를 이루며 토양중으로 침투하였다. 유출된 기름이 토양사면에 표착됨으로 인해 형성된 점착성의 유막은 입자상 물질의 토양침투를 차단하였으며, 이로인해 해수중의 식물성 플랑크톤, 세균, 유기쇄설물과 같은 입자상물질의 침투를 방해하여 조간대에 서식하는 저서생물의 먹이 공급을 감소시켜 연안 생태계에 악영향을 미칠것으로 판단된다.

• 한국해양공학회지
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• 제36권2호
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• pp.101-107
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• 2022

Dean (1965) proposed the use of the root mean square error (RMSE) in the dynamic free surface boundary condition (DFSBC) and kinematic free-surface boundary condition (KFSBC) as an error evaluation criterion for wave theories. There are well known wave theories with RMSE more than 1%, such as Airy theory, Stokes theory, Dean's stream function theory, Fenton's theory, and trochodial theory for deep-water waves. However, none of them can be applied for deep-water breaking waves. The purpose of this study is to provide a closed-form solution for deep-water waves with RMSE less than 1% even for breaking waves. This study is based on a previous study (Shin, 2016), and all flow fields were simplified for deep-water waves. For a closed-form solution, all Fourier series coefficients and all related parameters are presented with Newton's polynomials, which were determined by curve fitting data (Shin, 2016). For verification, a wave in Miche's limit was calculated, and, the profiles, velocities, and the accelerations were compared with those of 5^th-order Stokes theory. The results give greater velocities and acceleration than 5^th-order Stokes theory, and the wavelength depends on the wave height. The results satisfy the Laplace equation, bottom boundary condition (BBC), and KFSBC, while Stokes theory satisfies only the Laplace equation and BBC. RMSE in DFSBC less than 7.25×10^-2% was obtained. The series order of the proposed method is three, but the series order of 5^th-order Stokes theory is five. Nevertheless, this study provides less RMSE than 5^th-order Stokes theory. As a result, the method is suitable for offshore structural design.

• 한국해안·해양공학회논문집
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• 제34권2호
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• pp.27-36
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• 2022

파랑이 구조물과 만나게 되면 강한 처오름이 발생하게 되며, 이러한 처오름은 월파를 야기하게 된다. 월파에 의해 야기된 월파수괴에 의해 구조물 배후면에 강한 낙하파압이 작용하게 된다. 구조물 배후면의 포장체 등을 설계하기 위해서는 월파 등에 의한 낙하파압이 산정되어야 하지만 여전히 불명확한 부분이 있다. 본 연구에서는 경사식구조물을 대상으로 월파에 의한 낙하파압 계측을 위한 수리실험을 수행하였으며, 수리실험에서는 파랑조건, 여유고, 피복재 높이 및 파라펫의 유무에 따른 낙하파압의 변화를 계측하였다. 상치콘크리트에는 월파의 효과적인 저감을 위해 파라펫이 설치되기도 하지만, 파라펫 설치로 인해 배후면에 작용하는 낙하파압은 증가하는 것으로 검토되었다. 수행된 실험결과를 이용하여 경사식구조물의 상치콘트리트 배후면에 작용하는 최대 낙하파압을 산정할 수 있는 경험식을 제안하였다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.317-322
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• 2003

The Sectional and Spatial failure modes are discussed using the experimental data with long crest wave and multi-directional waves considering the failure modes occurring around the rubble-mound breakwater. The spatial & sectional stability and failure mode around the rubble-mound structures with construction progress can be summarized as follows: 1) The rubble mound structures at basic construction step was occurred serious failures when ${\xi}$ was about 6.5. 2) It was clarified that the failure modes at the round head of detached breakwater are classified as failure by plunging breaking on the slope, failure by direct incident wave force and failure by scouring at the toe of the detached break water. 3) The failure mode was found in the lower wave height than the design wave by the breaker depth effect. 4) The failure on the slope were also developed at the lee side of the round head because diffracted wave propagated into the behind area by grouping effect of multi-directional irregular wave.

• 한국해안해양공학회지
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• 제6권4호
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• pp.340-352
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• 1994

Dean(1965)의 유량함수 비선형 파랑이론을 개선한 수치모형이 제시되었다. 유량함수 파랑이론 모형은 공학이용에 매우 정밀하고 유용한 모형으로 평가되어 왔다. 선형화친 연립방정식에 사용된 damping 상수와 적분에 필요한 격자점의 수가 수치해에 미치는 영향을 분석ㆍ평가하였고 수정된 Dean표(Chaplin, 1980)의 자료를 사용하여 정밀한 파랑제원을 계산하여 도표화 하였다. 쇄파에 가까운 파랑의 특성인 파장 및 그 밖의 특성들이 쇄파에 이르기 전에 극대값을 보임으로써 본 모형의 정밀도를 입증하였다.

• 한국해양공학회지
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• 제21권4호
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• pp.15-20
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• 2007

The harbor siltation by longshore sediment transports has become a serious problem on the East Coast of Korea. A reasonable prediction of the longshore sediment rate is important to approach the siltation problem effectively. In the recently developed 1-line model, the empirical constants of the sediment transport formula, which include the absolute quantity of sediment transport rate and the spatial distribution of breaking wave height by wave deformation, are treated as calibration parameters. Since these constants should be determined by the very long-term shoreline data, the longshore sediment rates are much more reasonable values. The method was applied to Hupo Beach, which has experienced heavy siltation. The authors also discuss long-term shoreline change using aerial photos and the observed wave-induced current patterns. According to the result, the SW-direction sediment transport rate was $146,892m^3/year$, and the NE direction was $2,694,450m^3/year$ at Hupo Beach for the last 11 years. The siltation in Hupo Harbor might be affected by the NE-direction sediment transport from Hupo Beach.

• Ocean Systems Engineering
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• 제6권2호
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• pp.161-189
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• 2016

This paper provides a practical stochastic method by which the maximum equilibrium scour depth around a vertical pile exposed to random waves plus a current on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsøe (2002). The present approach is valid for wave-dominant flow conditions. Results for random waves alone and random wave plus currents have been presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method. For random waves alone it appears that the approximate method can replace the stochastic method, whereas the stochastic method is required for random waves plus currents. Tentative approaches to related random wave-induced scour cases on mild slopes are also suggested.

• Ocean Systems Engineering
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• 제7권3호
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• pp.275-298
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• 2017

This paper provides a practical stochastic method by which the maximum equilibrium scour depth below a pipeline exposed to random waves plus a current on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsøe (1996). The present approach is valid for wave-dominant flow conditions. Results for random waves alone and random wave plus currents have been presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method. For random waves alone it appears that the approximate method can replace the stochastic method, whereas the stochastic method is required for random waves plus currents. Tentative approaches to related random wave-induced scour cases for random waves alone are also suggested.

• 한국해양공학회지
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• 제37권2호
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• pp.49-57
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• 2023

Since Chappelear developed a Fourier approximation method, considerable research efforts have been made. On the other hand, Fourier approximations are unsuitable for deep water waves. The purpose of this study is to provide a Fourier approximation suitable even for deep water waves and a numerical method to determine the Fourier coefficients and the wave properties. In addition, the convergence of the solution was tested in terms of its order. This paper presents a velocity potential satisfying the Laplace equation and the bottom boundary condition (BBC) with a truncated Fourier series. Two wave profiles were derived by applying the potential to the kinematic free surface boundary condition (KFSBC) and the dynamic free surface boundary condition (DFSBC). A set of nonlinear equations was represented to determine the Fourier coefficients, which were derived so that the two profiles are identical at specified phases. The set of equations was solved using Newton's method. This study proved that there is a limit to the series order, i.e., the maximum series order is N=12, and that there is a height limitation of this method which is slightly lower than the Michell theory. The reason why the other Fourier approximations are not suitable for deep water waves is discussed.