• Journal of Navigation and Port Research
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• v.42 no.4
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• pp.277-282
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• 2018

Recently, the Vessel Traffic Service (VTS) coverage has expanded to include coastal areas following the increased attention on vessel traffic safety. However, it has increased the workload on the VTS operators. In some cases, when the traffic volume increases sharply during the rush hour, the VTS operator may not be aware of the risks. Therefore, in this paper, we proposed a new method to recognize ship movement anomalies automatically to support the VTS operator's decision-making. The proposed method generated traffic pattern model without any category information using the unsupervised learning algorithm.. The anomaly score can be calculated by classification and comparison of the trained model. Finally, we reviewed the experimental results using a ship-handling simulator and the actual trajectory data to verify the feasibility of the proposed method.

• Proceedings of KOSOMES biannual meeting
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• 2003.11a
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• pp.59-65
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• 2003

For safe passing the waterway crossing bridge without collision with bridge-piers under poor visibility circumstances, it is very important that the pier should be detected definitely as earlier as possible by radar, In this study, the required length of Projecting part of the bridge pier for definite radar recognition was obtained by theoretical and experimental analyses. By presenting the required values depending on the maximum vessel size and passing condition, it is expected possible to design the bridge pier protecting system appropriately suitable to traffic environment of the waterway.

• Journal of the Korean Society of Marine Environment & Safety
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• v.12 no.2 s.25
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• pp.139-144
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• 2006

Recently, ships' average navigation speed become faster than before because of the increasing of high-speeds vessel including container ships and passenger-ferries. So, it is considered that the speed limit in the navigation channel in Korea isn't proper for vessel management in these days. Also, there is rare paper studies about the speed limit quantitatively and numerically, especially the speed limit is discussing continuously, as abrogation of Incheon Port's speed limit and alleviation of Gwang-yang Port's speed limit according to the requests by the navigating mariners. Consequently this paper deals with the effectiveness of speed limits using the Environmental Stress Model, after replay of the navigation traffic flow in the straight waterway using marine traffic flow simulation technique.

• Journal of the Korean Society of Marine Environment & Safety
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• v.16 no.4
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• pp.407-414
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• 2010

The fairway within the area of Yul-do and Songdo located near the Myeongnyang-sudo approaches south of Mokpo harbor is well guided by traffic separation scheme and other navigational aids. However, that part of the waterways where Yul-do is located sits at the cross-roads of marine traffic and is subjected to some potential risks in the voyage navigation: the effect of climatic phenomenon, the disregard of most ships in using the western sector of the fairway creating a congestion in the eastern sector, and lastly, the disadvantageous erect of the location and height of Yul-do island that hinders good lookout. This study investigates the environmental conditions that prevailed in the area in the span of 5-year period and the marine traffic situation taken from the data within the 72-hour period The navigational hazards and marine casualties are also be presented. The results are analyzed and are made the basis of a proposal for an improved separation of traffic. Thereafter, an evaluation is carried out by using the components of marine traffic flow simulation and ES modeling index. It is evaluated through simulation by the use of full-mission ship handling simulator.

• Journal of Navigation and Port Research
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• v.29 no.1 s.97
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• pp.65-69
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• 2005

A construction project of Incheon 2nd bridge, which is connected between the Incheon Song-Do New Town and the Incheon International Airport in Young-Jong-Do, has been proposed by the private capital in 1999. But the optimal width of the main span has not been decided in spite of the three investigations into the feasibility of ship's safe transit in this planned bridge. In this paper, we study the economic analysis on port operational efficiency according to traffic schemes, one-way or two-way of vessels over 10,000G/T, in the main span of this bridge. In this comparative result, total queueing time due to the one-way in the bridge main span is evaluated 20,362 hours in 2011 and 24,544 hours in 2020. Therefore the demurrage cost and the accumulation cost of freight are evaluated 19.7 billion won in 2011, and 23.3 billion won in 2020, then total accumulated costs during 33 years from 2008 until 2040 are evaluated about 768.9 billion won.

• Journal of the Korean Society of Marine Environment & Safety
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• v.24 no.2
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• pp.133-139
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• 2018

Keeping a proper straight route length under the marine bridge is one of the important factors for the safe passage of ships. However, according to port and harbor design standards, there is only a constant guideline of 8 times the length of the marine bridge underpass. On this study, we used the ES model to determine the ratio of risk to the route width, traffic volume, the degree of curvature of the route, and the length of the straight route in order to derive the optimal straight route distance. As a result, the risk ratio decreased by 2.27% as the route distance increased from 3L to 10L when the degree of curvature of the route was $45^{\circ}$. The risk associated with curvature was found to be 4.83% when the bending degree was changed from $0^{\circ}$ to $45^{\circ}$ in the case of 3L length. In addition, it was confirmed that the risk ratio according to the degree of curvature of the route and the straight route was reduced by 1.45% at maximum under the condition that the width of the line was 400m and the number of the vessels generated per hour was 20. It was verified that a straight route distance more than a certain length is needed depending on the congestion degree and the degree of curvature of the route when constructing the marine bridge.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2014.06a
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• pp.56-58
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• 2014

최근 우리나라 연안해역에는 선박간의 빈번한 조우상황 및 교통량 증대로 해양사고 위험이 항상 잠재되어 있다. 또한, 선박 조선에 편의한 기술은 증대하고 있으나 충돌사고는 줄어들지 않고 있어, 경험을 기반으로 한 선박 조선은 한계에 왔으며, 선박의 충돌위험도의 정량화가 필요하다. 본 연구는 선박운항자의 주관적인 위험도를 나타내는 모델(PARK's Model / Potential Assessment of RisK)을 이용하여, 선박에서 간편하고 쉽게 이용할 수 있는 어플리케이션을 개발하고 이를 실제 선박에 탑재하여 그 효용성을 점검하여 선박통항 안전성에 기여하고자 한다. 이를 통해 선박에서 뿐만 아니라, 관제사에게 객관적인 정보를 제공하며, 예비 항해사를 위한 충돌예방 교육용 도구로도 사용하고자 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2022.06a
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• pp.323-324
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• 2022

복잡한 항만해역에서 자율운항선박 입출항 지원을 위해서는 항내에서 통항하는 선박에 대한 지속적인 인식이 필요하며, 이를 위해 선박자동식별시스템(AIS)에서 송출된 정보를 기반으로 선박의 운동정보(위치/침로/속도), 식별번호 및 크기 정보를 확인한다. 하지만, AIS 탑재 의무가 있는 선박에 대한 정보만 취득이 가능하기 때문에, 보조적으로 육상레이더를 활용하여 AIS 정보로부터 식별이 안되는 선박을 인식할 수 있는 기술이 필요하다. 본 연구에서는 자율운항선박 입출항 지원을 위해 레이더 이미지를 활용하여 선박의 운동정보와 형상정보를 동시에 추정할 수 있는 알고리즘을 설계하였다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2012.06a
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• pp.490-492
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• 2012

우리나라에는 현재 항만 및 연안의 15개 VTS시스템이 설치되어 있으며 연안 VTS는 우리나라 연안에 추가하여 지속적으로 설치를 예정하고 있다. 이러한 VTS 시스템에 대한 H/W적 설치는 선진항만에 뒤지지 않지만, 표준화된 관제정보 제공의 부재, 운항자 및 관제사와의 위험도 견해 차이가 발생할 뿐만 아니라 관제사별로 이러한 위험도에 대한 견해 차이가 존재하고 있어 Human Error를 유발할 수 있다. 또한 이로 인하여 09년 12월 인천항 부근의 XING GANG호 충돌사고와 같은 해양사고가 발생할 수 있어 관제의사 결정을 위하여 통항 위험선박 표시 방법 시스템에 대한 구축 기반 마련 및 이에 대한 개발을 수행하여 해양사고 예방에 기여하고자 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2014.06a
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• pp.319-322
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• 2014

VTS(Vessel Traffic Center)는 관할해역의 해상교통데이터를 수집하여 해상교통관제를 수행하고 있다. 이러한 해상교통데이터는 가공되지 않는 정보이므로, 관제사 및 선박 등 사용자가 유용하게 활용할 수 있는 형태로의 분석이 필요하다. 이는 객관적인 데이터로 관제사 및 선박에서 해상교통 안전정책을 수립하는데 중요하다. 이를 위해 본 연구에서는 수년간 VTS에 축적되고 있는 BIG DATA를 활용하여 해상교통패턴을 분석하고자 한다. 분석하는 해상교통패턴은 통항분포, 선종별 항적 비교, 예부선의 강 조류 주의구역 판별, 항로상 어선 조업 현황분석 등을 통해 빅데이터를 활용한 관제구역설정, 집중관제구역 검토가 가능하다.