• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2006년도 추계학술발표회
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• pp.169-174
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• 2006

모든 원유 (crude oil)와 제품유 (petroleum product)는 서로 구별되는 탄화수소특성을 가지고 있다. 원유의 경우 산지별로 고유한 특성을 지니고 있으며, 제품유의 경우 같은 유종이라 할지라도 그 원료가 되는 원유의 특성, 생산공정, 생산시기 등에서 차이점이 발생한다. 즉, 생산시기가 동일하다 할지라도 선박의 연료탱크내에 남아있는 잔류유와의 혼합 동에 의해 구별되는 특징을 가지게 되며 이러한 특성을 이용한 기법을 유지문기법(oil fingerprint method) 이라 한다. 본 연구에서는 최근 새로운 유지문기법으로 활용 가능성이 대두되고 있는 2 차원 가스크로마토그래프 (Comprehensive Two Dimensional Gas Chromatography)를 이용하여 기존의 가스크로마토그래프 (GC)와 가스크로마토그래프 질량분석기 (GC/MS) 와의 분석방법 비교 등을 통해 유지문 분석기법의 실효성에 대해서 논하고자 한다.

• 한국해안해양공학회지
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• 제8권1호
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• pp.103-113
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• 1996

장파를 모의하는 2차원 유한요소 수동역학모형들은 대부분 고정육지경계를 사용하여 왔으나 우리나라의 서ㆍ남해안과 같이 조간대가 넓게 발달한 연안에서는 이동경계의 적용이 필수적이다. 본 연구에서는 이동경계 처리방법에 장파의 파형경사 특성을 고려한 새로운 수치기법을 도입하여 보다 효율적이고 현실적인 이동경계 처리방안을 제시하였다. 수립된 2단계 양해법 유한요소모형은 직선형수로에서 기존의 조간대 처리 연구결과와 비교되었으며 수치적인 안정성이 뛰어난 것으로 나타났다. 조간대가 광범위하게 형성된 천수만에 적용하여 실제해역에 대한 적용성을 입증하였다. 수치실험결과 천수만에서의 해수유동은 낙조시간이 창조시간 보다 긴 비선형성 조류흐름을 나타내며, 만족스럽게 조간대가 처리되었고 최강 창조시부터 고조시까지 지형적 요인에 의한 순환현상이 원산도 후면에서 재현되었다.

• 한국해안해양공학회지
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• 제7권2호
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• pp.176-197
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• 1995

한국경남해역의 2차원 및 3차원적 조류구조를 동적원리에 근거한 수치모형을 통하여 조사하였다. 2차원 수치모형을 이용하여 주 8개 분조(M$_2$, S$_2$, $K_1$, $O_1$, $N_2$, $K_2$, P$_1$, Q$_1$)에 대한 조석체계를 계산하였다. 계산결과는 해안의 관측치와 비교하여 만족할만한 일치를 보였다. 이러한 결과를 토대로 하여 매년 적조등으로 인해 심각한 오염이 발생되고 있는 진해만과 마산만의 3차원적 조석순환구조를 조사하기 위하여 기 수립된 2차원 모형과 내만의 3차원 모형을 연결시키도록 개선하였다. 그 방법으로 Davies(1980)가 제시한 2차원 수심적분 모형과 3차원 Galerkin-Spectral 모형과의 동적연결방법을 이용하였다. Davies의 연구에 추가하여 본 연구에서는 3차원 수치모형에 자승형마찰항과 비선형 이류항을 추가하였다. 3차원 모형에서 산정된 각 수심별 M$_2$ 분조의 조류타원도는 KORDI(1990)가 수행한 수심별 조류관측치와 양호한 일치를 보였다.

• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제5권1호
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• pp.1-13
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• 2002

In this paper, an analytical solution for the wave-induced seabed response in a porous seabed is derived. Unlike previous investigations with quasi-static soil behaviour, dynamic soil behaviour is considered in the new solution. The basic one-dimensional framework proposed by Zienkiewicz et al (1980) is extended to two-dimensional cases. Based on the analytical solution derived, the effects of dynamic soil behaviour on the wave-induced seabed response are examined. The boundary of quasi-static soil behaviour and dynamic soil behaviour is clarified, and formulated for engineering practice.

• 한국환경과학회지
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• 제14권1호
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• pp.41-51
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• 2005

Using three-dimensional non-hydrostatical numerical model with one way double nesting technique, atmo­spheric circulation in the mountainous coastal region in summer was investigated from August 13 through 15, 1995. During the day, synoptic westerly wind blows over Mt. Mishrung in the west of a coastal city, Sokcho toward the East Sea, while simultaneously, easterly upslope wind combined with both valley wind from plain (coast) toward mountain and sea-breeze from sea toward inland coast blows toward the top of the mountain. Two different directional wind systems confront each other in the mid of eastern slope of the mountain and the upslope wind goes up to the height over 2 km, becoming an easterly return flow in the upper level over the sea and making sea-breeze front with two kinds of sea-breeze circulations of a small one in the coast and a large one in the open sea. Convective boundary layer is developed with a thickness of about 1km over the ground in the upwind side of the mountain in the west and a thickness of thermal internal boundary layer from the coast along the eastern slope of the mountain is only confined to less than 200 m. On the other hand, after sunset, no prohibition of upslope wind generated during the day and downward wind combined with mountain wind from mountain towardplain and land-breeze from land toward under nocturnal radiative cooling of the ground surfaces should intensify westerly downslope wind, resulting in the formation of wind storm. As the wind storm moving down along the eastern slop causes the development of internal gravity waves with hydraulic jump motion in the coast, bounding up toward the upper level of the coastal sea, atmospheric circulation with both onshore and offshore winds like sea-breeze circulation forms in the coastal sea within 70 km until midnight and after that, westerly wind prevails in the coast and open seas.

• 대한조선학회논문집
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• 제47권4호
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• pp.525-532
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• 2010

In this paper, wave breakers which occur in two dimensional coasts are simulated using a SPH(Smoothed Particle Hydrodynamics) method which represents the movement of fluidic physical volume with particles. As continuative fluid is approximated to the particles, the simulations are performed using fully Lagrangian method without any grid system. Two-dimensional Navier-Stokes equations and continuity equation are used for the numerical simulations. To generate incident waves, a piston type wavemaker is employed. The accuracy of the wave which is numerically generated by the wavemaker is verified by comparing with analytical results. The computations are carried out with various wave heights and slopes. The wave patterns generated through the numerical simulations are compared with several existing experimental and computational results. Agreement between the experimental data and the computation results is comparatively good. Also, the breaker depth index and the breaker height index from the present calculations are compared with the existing experimental results, and the tendency is very similar.

• 수산해양기술연구
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• 제47권3호
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• pp.222-233
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• 2011

This study is for the multi-dimensional analysis of diverse data sets for artificial reefs off the coast of Shimonoseki, Yamaguchi prefecture, Japan. Various data sets recorded in artificial reefs ground were integrated in new GIS software: to reveal the relationships between water temperature and fish schools; to visualize the quantitative connection between the reefs and the fish schools; and to compare the seabed types derived from two different data sources. The results obtained suggest that the application of GIS in analyzing multi-dimensional data is a better way to understand the characteristics of fish schools and environmental information around artificial reefs and particularly in the evaluation of the effectiveness of artificial reefs.

• Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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• 제3권1호
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• pp.33-39
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• 1999

A two-dimensional numerical experiment and field observations were conducted to evaluate changes in sea water movement and the water quality environment related to comprehensive projects of waterfront development around Kwangyang Bay on the south coast of Korea. Tidal flow velocities, especially in the western part of the bay, were considerably slower as a result of the development projects. Accordingly, the seawater exchange ratio reduced from 38.7% to 26.3%. The impact of dredging work on the water quality environment was much stronger than expected. Furthermore, after the completion of the industrial parks and container-exclusive wharfs, COD from the waste water treatment plant will be dispersed extensively into the adjacent water at a level of less than 0.1 mg/l for up to 142.5 $\textrm{km}^2$. Therefore, consistent monitoring and management of the water quality environment is strongly recommended.

• Journal of the korean society of oceanography
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• 제35권1호
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• pp.1-10
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• 2000

A two-dimensional numerical model was applied to investigate the sediment transport and sand bank formation in a macrotidal sea, the Kyunggi and Asan Bays. The tidal residual currents show quite complex pattern including counter-rotating eddies off the northwestern corner of the Dugjeok Island that reflect the promontory effect. Complex residual eddies are also present off the coast of the Taeanbando and in the Asan Bay. Net sediment transport pattern shows that sandy sediments in the Kyunggi and Asan Bays are generally transported landward from the outer sea suggesting sediment trapping inside the bays. This phenomenon may be related to the formation and maintenance of numerous sand banks in this macrotidal sea. Alternate occurrences of deposition and erosion predicted from the numerical model along the coast of the Taeanbando with strong deposition on the southwestern part of the 'Jangansatoe'(JSB), a large sand ridge off the coast of the Taeanbando appear to reflect the loose connection of JSB, The 'Joongangcheontoe', a central sand bank (CSB) with the main axis in the NW-SE direction in the Asan Bay may undergo a modification with strong deposition along the northeastern flank. These results indicate that the sand banks are actively modified and maintained by the strong tidal currents in this shallow macrotidal sea.

• Structural Engineering and Mechanics
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• 제15권2호
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• pp.159-180
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• 2003

In this paper spacing and width of flexural cracks in reinforced concrete beams are determined using two-dimensional finite element analysis. At early loading stages on the beam the primary crack spacing is based on the slip length, which is the development length required to resist the steel stress increment that occurs at a cracked section on the formation of the first flexural crack. A semi-empirical formula is presented in this paper for the determination of the slip length for a given beam. At higher load levels, the crack spacing is based on critical crack spacing, which is defined as the particular crack spacing that would produce a concrete tensile stress equal to the flexural strength of concrete. The resulting crack width is calculated as the relative difference in extensions of steel reinforcement and adjacent concrete evaluated at the cracked section. Finally a comparative study is undertaken, which indicates that the spacing and width of cracks calculated by this method agree well with values measured by other investigators.