• 지구물리와물리탐사
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• 제11권2호
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• pp.109-115
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• 2008

공학적 목적의 지반조사에 양질의 자료를 제공하기 위해서는 여러 가지 조사들이 동시에 수행되어야 하고 또한 통합적인 해석이 필요하다. 본 연구에서는 천해저에서 지층 경계에 대한 분해능이 뛰어나며 지층 형태 파악이 용이한 2개의 부머와 단일채널 스트리머를 이용한 탄성파탐사 반사법과 지층의 물리적 특성 가운데 중요한 성질인 탄성파 속도를 구할 수 있도록 한 개의 에어건과 4 m 간격의 24채널 해저면 수신케이블을 제작하여 이용한 굴절법을 동시에 수행함으로써 보다 정확한 지질정보 획득을 시도하였다. 단일채널 반사법 탐사자료는 통상적인 전산처리과정을 통하여 해상도 및 품질이 향상된 2차원 고해상 탄성파 단면도를 얻었고, OBC (Ocean Bottom Cable) type의 수진기를 이용하여 얻은 굴절법 탐사자료는 토모그래피 방법을 통하여 속도 단면도를 구하였다. 두 가지 탐사 결과에 대한 통합적인 해석 단계로서 반사법 탄성파 단면도는 굴절법에서 얻은 속도정보를 이용하여 심도 전환된 단면도를 얻었고, 이로부터 3차원 기반암 심도 단면도와 퇴적층 두께 분포도 등에 대한 정보를 도출할 수 있었다. 천해저 지반조사 분야에 본 연구에서 제시한 방법을 이용하면 보다 정확하고 신뢰성 높은 지질정보가 파악될 것으로 사료된다.

• Ocean Science Journal
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• 제41권4호
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• pp.227-234
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• 2006

Year-to-year variation of bottom cold waters around the Korea Strait was investigated based on bottom temperatures measured by submarine telephone cable between Pusan, Korea and Hamada, Japan from 1982 to 1992. The characteristics of bottom temperatures could be divided into three different groups: the Korean side, the middle, and the Japanese side. Temperature drops in summer appeared in all the three regions implying the intrusion of cold waters into the Korea Strait. Significant decreases in the Korean side were observed in 1983, 1986, 1990, 1991, and 1992 when bottom temperatures were high in the middle. In contrast, bottom temperatures significantly decreased in the middle in 1985, 1988, and 1989 when the temperature drops in the Korean side were relatively small. This tendency for a negative relationship was also shown in the second mode of an EOF analysis. In the years when bottom temperatures significantly decrease din the Korean side, the cold water along the east coast of Korea expanded offshore and its temperature was low. On the contrary, cold water in the southern region of the Ulleung Basin developed in the years when bottom temperatures decreased considerably in the middle.

• International Journal of Ocean System Engineering
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• 제3권4호
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• pp.175-187
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• 2013

Moonpools are vertical wells in a floating body used onboard many types of vessels like Exploration and drilling vessels, Production barges, Cable-laying vessels, Rock dumping vessels, Research and offshore support vessels. Moonpool gives passage to underwater activities for different types of ships as per their mission requirements. It is observed that inside a moonpool considerable relative motions may occur, depending on shape, depth of the moonpool and on the frequency range of the waves to which the ship is exposed. The vessel responses are entirely different in zero and non-zero Froude number. Former situation is paid attention in this study as the mission requirement of the platform is to be in the particular location for long period of operation. It is well known that there are two modes of responses depending on the shape of the moonpool viz., piston mode for square shape and sloshing mode for rectangular shapes with different aspect ratios of opening like 1:1.5 and 1:2 ratios. Circular shaped moonpool is also tested for measuring the responses. The vessel moored using heavy lines are modelled and tested in the wave basin. The pretensions of the lines are varied by altering the touchdown points and the dynamic tensions on the lines are measured. The different modes of oscillations of water column are measured using wave gauge and the vessel response at a particular situation is determined. RAOs calculated for various situations provide better insight to the designer.

• Ocean Systems Engineering
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• 제3권2호
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• pp.137-147
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• 2013

Moonpools are vertical wells in a floating body used onboard many types of vessels like cable-laying vessels and offshore support vessels. Moonpool gives passage to underwater activities for different types of ships as per their mission requirements. It is observed that inside a moonpool considerable relative motions may occur, depending on shape, depth of the moonpool and on the frequency range of the waves to which the ship is exposed. The vessel responses are entirely different in zero and non-zero Froude number. Former situation is paid attention in this study as the mission requirement of the platform is to be in the particular location for long period of operation. It is well known that there are two modes of responses depending on the shape of the moonpool viz., piston mode for square shape and sloshing mode for rectangular shapes with different aspect ratios of opening like 1:1.5 and 1:2 ratios. Circular shaped moonpool is also tested for measuring the responses. The vessel moored using heavy lines are modeled and tested in the wave basin. The moored lines are provided with pre-tension and the dynamic tensions on the lines are measured. The different modes of oscillations of water column are measured using wave gauge and the vessel response at a particular situation is determined. RAOs determined for various situations provide better insight to the designer. The experiments done in the wave basin may also be compared with a software package meant for handling moored floating bodies.

• 한국산업융합학회 논문집
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• 제22권3호
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• pp.353-364
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• 2019

The walk-way means a passage installed on the deck of a ship so that a person can safely move under any circumstances. So, the walk-way has to maintain a temperature of $5^{\circ}C$ or more for anti/de-icing even at an ambient temperature of $-62^{\circ}C$, a temperature in polar region. At present, the walk-way with heating cable is used, but the anti/de-icing effect is insufficient due to low heat transfer efficiency. Also, it has a construction problem due to heavy weight. In this study, an walk-way with a CNT surface heating element is proposed for the high anti/de-icing effect and the heating value per unit volume. The international standard survey, conceptual design, and simulation for the structural safety and the heat transfer are performed for the development of the proposed walk-way. To enhance the performance, the case studies based on the simulation analysis are conducted. Finally, the final prototype, applying the optimum material and thickness (3.2t of SS400) based on the case study results, is fabricated and experimented.

• 한국산학기술학회논문지
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• 제19권10호
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• pp.655-660
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• 2018

지리적 특성상, 도서지역에 전력을 공급하기 위해서 ICG(Internal combustion generation)가 사용되고 있으며, 이로 인하여 상당한 운영비, 염해문제 및 환경오염이 발생하고 있다. 이러한 도서지역에 대해서, KEPCO는 매년 상당한 운영결손액을 감당하고 있는데, 특히 연료비 및 지급수수료가 운영결손액의 상당 부분을 차지하고 있다. 특히, 지급수수료를 줄이기 위하여 근거리 도서 사이의 해저케이블을 통한 ICG 통합운영(integrated ICG, IICG)이 고려되고 있다. 한편, 저탄소 사회에 대한 수요 때문에 도서지역에 분산형전원(Distributed Generation, DG)이 도입되고 있다. 이러한 상황에서, 환경적 특성으로 인해 DG 출력이 불충분한 경우 보조 동력원으로 IICG가 사용되는, 즉, IICG에 DG를 도입한 하이브리드 내연발전(hybrid internal combustion generation, HICG)이 도입되고 있다. 따라서, 본 논문에서는 HICG에서 한전 운영결손액에 상응하게 도입될 수 있는 최적 DG 용량을 산정하는 알고리즘을 제안하였다. 시뮬레이션 결과, 연료비와 최대부하 크기는 최적 DG 용량에 큰 영향을 미치며, 최대부하가 서로 다른 여러 도서에 제안된 알고리즘을 적용하여 그 유효성을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.133-144
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• 2009

Incheon Bridge, 18.4 km long sea-crossing bridge, will be opened to the traffic in October 2009 and this will be the new landmark of the gearing up north-east Asia as well as the largest & longest bridge of Korea. Incheon Bridge is the integrated set of several special featured bridges including a magnificent cable-stayed girder bridge which has a main span of 800 m width to cross the navigation channel in and out of the Port of Incheon. Incheon Bridge is making an epoch of long-span bridge designs thanks to the fully application of the AASHTO LRFD (load & resistance factor design) to both the superstructures and the substructures. A state-of-the-art of the geotechnologies which were applied to the Incheon Bridge construction project is introduced. The most Large-diameter drilled shafts were penetrated into the bedrock to support the colossal superstructures. The bearing capacity and deformational characteristics of the foundations were verified through the world's largest static pile load test. 8 full-scale pilot piles were tested in both offshore site and onshore area prior to the commencement of constructions. Compressible load beyond 30,000 tonf pressed a single 3 m diameter foundation pile by means of bi-directional loading method including the Osterberg cell techniques. Detailed site investigation to characterize the subsurface properties had been carried out. Geotextile tubes, tied sheet pile walls, and trestles were utilized to overcome the very large tidal difference between ebb and flow at the foreshore site. 44 circular-cell type dolphins surround the piers near the navigation channel to protect the bridge against the collision with aberrant vessels. Each dolphin structure consists of the flat sheet piled wall and infilled aggregates to absorb the collision impact. Geo-centrifugal tests were performed to evaluate the behavior of the dolphin in the seabed and to verify the numerical model for the design. Rip-rap embankments on the seabed are expected to prevent the scouring of the foundation. Prefabricated vertical drains, sand compaction piles, deep cement mixings, horizontal natural-fiber drains, and other subsidiary methods were used to improve the soft ground for the site of abutments, toll plazas, and access roads. Light-weight backfill using EPS blocks helps to reduce the earth pressure behind the abutment on the soft ground. Some kinds of reinforced earth like as MSE using geosynthetics were utilized for the ring wall of the abutment. Soil steel bridges made of corrugated steel plates and engineered backfills were constructed for the open-cut tunnel and the culvert. Diverse experiences of advanced designs and constructions from the Incheon Bridge project have been propagated by relevant engineers and it is strongly expected that significant achievements in geotechnical engineering through this project will contribute to the national development of the longspan bridge technologies remarkably.

• 한국항해항만학회지
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• 제39권6호
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• pp.539-544
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• 2015

해양구조물의 가동해역이 대수심으로 이동함에 따라 해저파이프라인 및 해저케이블은 육지보다 열악한 시공 환경에 놓이게 된다. 이때 해저지반상태와 해상조건 등은 작업효율에 영향을 미치게 되며 단시간에 효율적인 시공이 필요하다. 본 논문은 해저지반 굴삭을 위해 ROV(Remotely Operated Vehicle) 트렌쳐에 장착되는 워터젯 굴삭기의 시공성능 추정에 관한 연구이다. 먼저 전산유체해석을 통해 노즐간의 거리와 노즐 분사각도를 고려하여 굴삭효율을 극대화할 수 있는 최적 노즐수량을 선정하였고, 모형실험을 수행하여 굴삭기의 시공성능을 유추할 수 있는 최대 굴삭심도와 최대 굴삭속도를 파악하였다. 이를 토대로 실제 운용중인 워터젯 굴삭장비와 비교분석하여 워터젯 장비의 효율성을 확인하였다.

• 한국산학기술학회논문지
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• 제22권2호
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• pp.487-495
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• 2021

선박에서 주로 사용하는 전압은 450[V], 6.6[kV], 11[kV]이며, 운항 중 전력계통의 안정성 확보를 위해 접지 시스템이 적용된다. 일반적으로 450[V]를 사용하는 저전압 선박은 비접지 시스템을 6.6[kV], 11[kV]를 사용하는 고전압 선박은 고저항 접지 시스템을 적용한다. 선박의 전력계통에서 지락 고장이 발생하면 건전상의 대지 전압이 선간전압 또는 그 이상으로 증가하고, 케이블의 절연에 과도한 충격을 주게 되므로 이를 분석하는 것은 매우 중요한 부분이다. 따라서 본 논문에서는 선박에서 주로 채택하고 있는 고저항 접지 및 비접지 시스템에 대해 지락 고장에 따른 선박 전력계통의 대지 전압의 변동 특성과 고장 상의 판단 방법을 대칭 좌표법을 이용하여 분석하고자 한다. 이를 위해 대칭 좌표법을 이용하여 대지 전압의 수학적 모델을 유도하고, 시뮬레이션을 위한 선박 전압은 6.6[kV]와 450[V]로 선정하였다. MATLAB을 이용한 시뮬레이션 결과 두 접지 시스템 모두 지락상 보다 위상이 120° 앞선 상의 대지 전압이 가장 높게 상승하였고, 이를 이용하여 고장 상을 정확하게 판단할 수 있음을 확인하였다.