• Ocean and Polar Research
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• 제25권spc3호
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• pp.393-397
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• 2003

The seawater exchange breakwaters can be effectively employed to conserve or enhance the water quality inside harbors by transmitting the exterior water into the harbor. In the present study, three shapes of the breakwater, that is, the flow conduit embedded type, the wave chamber type and the oscillating water channel type are compared far their water exchanging capability through regular wave experiments. The results show that the net influx of water appears differently depending on wave period for each breakwater type. The net influx of the wave chamber type is much greater than that of the flow conduit embedded type. It is also ascertained that the influx of the oscillating water channel type can be greatly enhanced by attaining the resonance condition inside the channel at the wave periods frequently occurring at the fields where the breakwaters are to be installed.

• 한국해안해양공학회지
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• 제19권5호
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• pp.502-510
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• 2007

본 연구는 항만입구 부근에서 해저준설을 실시하여 Pit를 설치하였을 경우 이에 따른 항내, 항만입구 주위, 그리고 항외곽 수역에서의 파랑장에 관한 것이다. 항내 및 항외에서의 파랑장은 평면2차원으로 취급하고, 준설에 의한 Pit는 장방형의 형태로 구성한다. 본 연구에서 사용한 해는 경계적분 방정식(BIE)을 기본으로 하여 얻어진 Green 함수를 이용하여 수치계산을 실시한다. 본 연구에서는 입사각 $90^{\circ}$ 및 부분 반사 경계면을 갖는 항내 안벽으로 적용하여 그 결과를 제시한다.

• 한국해안해양공학회지
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• 제9권1호
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• pp.24-34
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• 1997

포항 신항에서 파향·파고계 및 수압식 파고계를 사용하여 단주기파 및 장주기파에 대하여 약 1.5개월동안 현장관측을 실시하고 그 기간 동안의 바람 및 downtime기록도 분석하여 포항신항의 downtime의 원인에 대해 종합적으로 분석하였다. 자료 분석 결과 과거 수치실험에 의한 정온도 평가는 포항신항의 정온도를 보다 안전측으로 예상하였을 것으로 사료된다. 포항신항내 downtime의 원인은 입사파 주기에 관계없이 항외파고가 큰 경우와 파고가 전자에 비해 작더라도 주기가 10초 이상의 너울인 경우의 두 가지로 분석되었다. 한편, 포항신항내 장주기 파고는 주기 수 분 이상의 부진동이 뚜렷한 경우 항의 구석진 부분에서 20cm전후로 상당히 크나 downtime과는 큰 관계가 없는 것으로 나타났다

• 한국해안해양공학회지
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• 제14권1호
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• pp.86-93
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• 2002

항만부진등 해석에 사용되는 유한요소의 적정 크기를 검토하기 위해 완전개방 직사각형 항만에 대해서 다양한 크기의 요소를 사용한 수치실험을 실시하였다. 수치실험 결과, 공진주기와 증폭비의 허용 오차율을 모두 2%로 하는 경우 파장당 9개, 1%로 하는 경우 12개의 요소가 필요한 것으로 나타났다. 또한, 요소 수의 증가에 따라 공진주기의 오차율은 선형적으로, 증폭비의 오차는 진동하면서 감소하였으며, 요소 수를 9개보다 적게 하는 경우 증폭비의 오차가 상대적으로 크게 증가하였다

• 산업기술연구
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• 제28권B호
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• pp.157-165
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• 2008

Level II AFDA and Level III MCS reliability models are applied to analyze the stability of armor units on trading and coastal harbors in Korea. Hudson's formula and Van der Meer's formula are used in this reliability analysis. Also, probability density functions of reliability index and probability of failure are derived by the additional analysis. In addition, the partial safety factors of all harbors related to armor units can be straightforwardly evaluated by the inverse-reliability method. The upper and lower limits and average level of partial safety factors can be statistically investigated with the results of all cases applied in this paper. Therefore, it may be possible to design armor units of new breakwaters including the uncertainty of random variable and target level by using the present results.

• 한국환경과학회지
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• 제9권2호
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• pp.131-136
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• 2000

The seasonal data obtained at National Fisheries Research and Development Institute from 1989 to 1994 were analyzed to investigate the seasonal variations of temperature and salinity in incheon coastal area. In the tidal flats covering from Incheon harbor to Sorae, the mean temperatures are higher, the amplitudes of flats, the mean salinities are lower, its amplitudes are larger, and its phases are later than those of outer tidal flats. These suggest that Inchion coastal area may be divided into two areas: the tidal flats from Incheon harbor to Sorae, which is largely influenced by the seasonal variation of solar heating, precipitation and evaporation and the outer tidal flats, which is slightly influenced by the effects of seasonal variation of salinity.

• 한국환경과학회지
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• 제20권6호
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• pp.679-686
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• 2011

The characteristics of circulation in the coastal area of Jeju Harbor in Korea was examined using the Princeton Ocean Model(POM) with a sigma coordinate system. The result of numerical analysis well corresponded to the observed current data. The velocity at offshore was stronger compared to coastal area during the both period of in maximum flood and maximum ebb of spring tide. According to mean wind velocity, the tidal velocity at the shallow area of Jocheon was slightly increasing during maximum ebb. The effect of wind on the circulation was stronger in shallow area and showed rapid change with depth.

• 한국항만학회지
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• 제11권1호
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• pp.113-120
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• 1997

Tidal changes in Mokpo harbor and its adjacent coastal waters caused by the coastal development including the construction of the Youngsan, Youngam, and Gumho Estuary Barrages had been predicted previously. Since then, the construction work for these estuary barrages had been completed and it was available to get water level variations from the continuous measurement at the Mokpo tidal station. This study deals with the analysis of water level variation from the observed data by the harmonic analysis and mathematical treatment. Some comparisons between the observed water level changes and the predicted by the numerical model are made, which was not supported before. The result shows that the trend of the water level changes are following well the previously predicted variations.

• 한국해안·해양공학회논문집
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• 제21권1호
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• pp.54-62
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• 2009

본 연구에서는 소파블록피복 케이슨 방파제 후면으로 떨어지는 월파의 거동을 분석하기 위하여 수리모형실험을 수행하였다. 방파제 후면으로 낙하하는 월파는 배후사면으로 내습하며 배후사면의 안정성에 직접적인 영향을 준다. 본 연구에서는 배후면에서의 월파거동을 검토하기 위해 월파의 전면유속, 파형 및 관입거리를 측정하였으며, 다양한 파랑조건에 대한 월파의 특성변화를 비교 분석하였다. 수리모형실험은 파랑조건과의 상관성에 초점을 두기 위해 규칙파를 대상으로 하였으며, 월파수괴의 전면유속, 파형, 관입거리를 측정하기 위하여 그림자기법과 교차상관기법을 응용한 화상유속기법을 이용하여 측정하였다. 실험결과에 의하면 배후면에서 월파의 관입거리와 유속은 입사파의 주기와 파고가 커짐에 따라 증가함을 알 수 있었으며, 무차원변수 사이의 상사관계로부터 유속 및 거리분포에 대한 경험식을 유도하였다.

• 한국항해항만학회지
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• 제28권7호
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• pp.619-627
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• 2004

Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. We also considered the increase of water depth at the entrance channel by dredging work up to 15 meters depth in order to see the dredging effect. Among several model analyses, the nonlinear and breaking wave conditions are showed the most applicable results. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.