• Journal of Navigation and Port Research
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• v.46 no.4
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• pp.303-312
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• 2022

Bridges across waterways act as interference factors, that reduce the navigable water area from the perspective of navigation safety. To analyze the safety navigational width of ships navigating bridges across waterways, the optimal traffic distribution based on AIS data was investigated, and ships were classified according to size through k-means clustering. As a result of the goodness-of-fit analysis of the clustered data, the lognormal distribution was found to be close to the optimal distribution for Incheon Bridge and Busan Harbor Bridge. Also, the normal distributions for Mokpo Bridge and Machang Bridge were analyzed. Based on the lognormal and normal distribution, the analysis results assumed that the safe passage range of the vessel was 95% of the confidence interval, As a result, regarding the Incheon Bridge, the difference between the normal distribution and the lognormal distribution was the largest, at 64m to 98m. The minimum difference was 10m, which was revealed for Machang Bridge. Accordingly, regarding Incheon Bridge, it was analyzed that it is more appropriate to present a safety width of traffic by assuming a lognormal distribution, rather than suggesting a safety navigation width by assuming a normal distribution. Regarding other bridges, it was analyzed that similar results could be obtained using any of the two distributions, because of the similarity in width between the normal and lognormal distributions. Based on the above results, it is judged that if a safe navigational range is presented, it will contribute to the safe operation of ships as well as the prevention of accidents.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.06a
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• pp.496-498
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• 2013

최근 항만을 비롯한 연근해에 해상교량이 계획되어 다수의 해상교통안전진단이 수행되고 있다. 해상교량의 안전진단에서 핵심적인 요소는 해상교량의 형하고와 주경간장에 따른 항로 폭이 될 것이다. 해상교량의 형하고와 항로 폭을 결정하는데 있어 어떤 선박을 대상선박으로 하느냐, 대상선박의 제원을 어떻게 볼 것인가에 따라 해상교량의 시설한계가 크게 달라진다. 따라서 본 연구에서는 최근 수행되고 있는 해상교량에 대한 해상교통안전진단에서 이슈가 되고 있는 사례를 분석하였다. 첫째 삼산 연육교의 대상선박은 대상해역을 통항하지 않은 유도탄고속함(570톤)과 통항빈도가 거의 없는 예인선열이 이슈가 되고 있다. 둘째, 사양-와교의 대상선박은 통항한 적이 없는 여수해양경찰서가 보유한 최대선박인 640톤급 517함을 대상으로 하고 있다. 이는 해상 교량의 시설한계의 문제만이 아니라 해상교통안전진단 사업인가 안전진단 보고서 제출면제 사업인가에 대한 논란을 야기할 수 있다. 본 연구에서는 다양한 여건의 해상교량의 안전진단에 대한 안전진단대행기관의 의견을 수렴하여, 추후 통일된 선박 및 선박의 제원에 대한 통일된 기준안을 마련하여 안전진단시 통일된 기준을 사용하기를 제안한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.06a
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• pp.58-60
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• 2011

현재 2011년 10월 개통 목표인 경인 아라뱃길의 기반시설 공사에 일환인 영종대교 주변 수역에 선박 통항로가 재설정될 예정이다. 영종대교의 주변 수역에 설정될 통항로는 항로폭이 협소하고, 영종대교 주교각에 충돌방지공이 아직 설치되어 있지 않으며, 직선항로가 충분히 확보되어 있지 않은 상황에 있다. 이 연구에서는 영종대교 주교각에 충돌방지공이 설치완료되기 전까지 선박통항의 안전을 도모하기 위한 통항로의 통항 규칙 및 비상대응 매뉴얼을 제안하고자 한다.

• Journal of Korean Society of Transportation
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• v.21 no.1
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• pp.41-49
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• 2003

Marine traffic management could be defined as the implementation of managerial technical measures to improve vessel traffic safety. The managerial elements of vessel traffic management for ports and harbours or narrow channels include the total amount of traffic control, the vessel traffic separation scheme, speed restriction, traffic control by signals, the navigation information service and so forth. This research aims to quantify how much the traffic separation schemes(TSS) contribute to the alleviation effect of ship handling difficulty and to propose a design standard when the individual management measure is applied in an actual waterway. Traffic separation schemes have now been established in most of the major routes and congested waters of the world, and the number of collisions and groundings have often been dramatically reduced. In this part, the relationship between the alleviation of ship handling difficulty and the reduction of encounter figures among ships is quantitatively clarified by applying the ES model. As results of simulation analysis, it is recognized that a traffic separation system is most effective in the case of narrow width and heavy traffic volume. The centre buoy installation reduces about 1/4 of the alleviation of ship handling difficulty, TSS establishment 1/3, and design change to one-way traffic from two-way traffic reduces 1/2.

• Journal of the Korean Society of Marine Environment & Safety
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• v.26 no.4
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• pp.309-316
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• 2020

Waterway design should prioritize appropriate channel width to ensure preferential safe passage for the arrival and departure of vessels. To calculate the minimum channel width required for safe passage a comprehensive review of several factors is required. These factors include vessel maneuverability, determined by vessel size, type and speed; environmental factors such as wind, tide, and wave action; human factors, including personal experience and operator judgment as well as marine traffic and navigation support facilities for decision making. However, the Korean channel width design standard is based only on vessel length, and requires improvement when compared with the standards of PIANC, USA, and Japan. This study aims to estimate the appropriate channel width required for one-way traffic in a straight channel, considering various vessel and environmental factors, using Fast Time Simulation (FTS). When the wind speed is 25 knots, with a current speed of 2 knots and a normal vessel speed of 10 knots FTS shows that a 150K GT Cruise Ship requires a minimum channel width of 0.67-0.91 the vessel length (L), whereas a 120K TEU Container Ship and a 300K DWT VLCC require 0.79-1.17 and 1.02-1.59, respectively. Such results can be used to calculate the minimum channel width required for safe passage as an improved Korean design standard.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.05a
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• pp.79-81
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• 2019

국내 해상풍력발전단지와 선박간의 이격거리에 대한 명확한 규정 및 법령이 없는 시점에서 이 연구는 국내 해상풍력발전단지의 안전거리를 국내 및 해외의 관련 규정 및 문헌을 검토사항을 바탕으로 부산 청사포 해역 인근의 선박 통항량을 AIS Data 기반 분석하여 해상풍력발전단지 시설물(Wind Turbine)의 안전을 확보하기 위한 방안을 검토하였다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2004.11a
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• pp.175-181
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• 2004

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, have been proposed by the private capital in 1999. But the optimal span width in the bridge main span have 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 optimal main span width according to the traffic volume in the future traffic and the ship maneuverability of maximum size aspect. The result cf this study, Incheon 2nd bridge main span design is required to design two-way traffic scheme and 1,000m span width, which will satisfy the safe transit from the viewpoint of the traffic volume in the future traffic and the ship maneuverability maximum size.

• Journal of Navigation and Port Research
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• v.28 no.10 s.96
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• pp.933-940
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• 2004

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 optimal width of the main span according to the traffic volume in the future traffic and the ship maneuverability of maximum size aspect. The result of this study, the channel in the main span of Incheon 2nd bridge is required to design two-way traffic scheme and the width of 1,000m, which will satisfy the safe transit from the viewpoint of the traffic volume in the future traffic and the ship maneuverability of maximum size.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2004.04a
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• pp.189-195
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• 2004

Recently, bridge design and／or construction works on marine traffic route are undertaking in Korean waters. Naturally the ship-handling difficulty and hazardous to navigation should be increased when the bridge is constructed on the shipping route. Unfortunately, however, it is impossible or not desirable to secure wide enough bridge span width due to geographical condition or economic point of view. Therefore this study aims to propose the consideration factors during the bridge design process, and the traffic volume control, speed limit and other alternative measures to secure traffic safety using marine traffic flow simulation technique.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2016.05a
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• pp.279-281
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• 2016

평택 당진항은 지난 1996년 3대 국책항만 및 5대 국책개발사업에 선정된 이래 단기간 내 급속한 항만성장을 이룬 결과 지난 10년전과 비교하여 선석규모는 약 3.2배 증가하였으며, 지속적인 항만개발계획에 따라 2030년까지 총 92선석을 개발할 예정이다. 이러한 항만규모의 증가와 함께 선박입출항 및 화물처리실적 또한 2015년도 기준 전국 5위의 규모로 성장하였다. 하지만 항만의 수심, 항로폭, 정박지 규모 등 선박통항을 지원하는 기반시설의 개발은 상대적으로 부족하여 통항안전의 저해요소로 작용하는 바 이러한 항로와 정박지를 중심으로 선박통항안전에 부정적 영향을 끼치는 요소를 분석하고 그에 따른 개선방안을 모색해보았다.