• Title/Summary/Keyword: 선박 통항

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A Study on the Analysis of Traffic Distribution and Traffic Pattern on Traffic Route using ND-K-S (ND-K-S를 적용한 항로 통항분포와 통항패턴 분석에 관한 연구)

  • Kim, Jong-Kwan
    • Journal of Navigation and Port Research
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    • v.42 no.6
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    • pp.446-452
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    • 2018
  • A traffic route is an area associated with high risk for accidents due to the flow of heavy traffic. Despite this concern, most studies related to traffic focus solely on traffic distribution. Therefore, there is a need for studies investigating the characteristics of ships' routes and traffic patterns. In this study, an investigation was carried out to analyze the traffic distribution and pattern in 3 major traffic routes for 3 days. For the purpose of the study, based on the prevailing traffic conditions, the route was divided into 10 gate lines. The ships passing through the lines were also classified into either small, medium and large. ND-K-S (normal distribution, kurtosis, and skewness) test was carried out for the traffic distribution at each gate line based on the information analyzed on each traffic route. The analysis of the results obtained from the ND test showed that large vessels have normal distribution, medium sized vessels have satisfied normal distribution in one-way route only while small sized vessels do not have normal distribution. According to the result obtained from the K-S test, normal traffic pattern shows a significant difference between two-way route and one-way route. Results obtained from the K test result shows that in the case of one-way route, vessels have a traffic pattern using a wide range on traffic route. Further analysis shows that vessels concentrate on one side of route in case of two-way route. Results obtained from the S test show that, in case of one-way route, vessels have a normal traffic pattern according to center line. However, analysis pf the results shows that vessels are shifted to the right side of route in case of two-way route. Despite these findings, it should be noted that this study was carried out in only 3 ports, therefore there is need for investigation to be carried out in various routes and conditions in future studies.

Improvement Plan on Operation of O-2 Anchorage at the Busan North Port (부산 북항 O-2 정박지의 운영개선 방안)

  • Song, Gye-Eui
    • Journal of Korea Port Economic Association
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    • v.25 no.1
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    • pp.29-46
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    • 2009
  • According to construction work of No. 2 Lotte world, the alternative pier is under construction in Dongsam-dong Yeongdo-gu to accommodate small boats. As a result of that, in order to procure route of small boats passage,0-2 Anchorage used to bunkering or waiting for berth should be reduced, 220m. It is expected that the risk of passage and congestion around the anchorage could be increased because of the traffic of small boat using the alternative pier. Therefore, it is needed to enlarge the O-2 Anchorage 250m toward to inner breakwater. According to result of analyzing traffic circumstance and weather condition of anchorage near the Busan inner fairway, and to procure of alternative anchorage in order to resolve the problem caused by reduction of O-2 Anchorage, no problems incurred. In conclusion, reduction & enlargement of area of new O-2 Anchorage is expected to resolving of congestion & reducing of risk of traffic at O-2 Anchorage, and to operating O-2 Anchorage, efficiently.

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부산 신항의 선박통항안전 향상방안에 관한 연구

  • Kim, Jeong-Eun;Kim, Hak-Yeol;Son, Myeong-Guk
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2018.05a
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    • pp.292-294
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    • 2018
  • 부산신항 물동량 증가 및 선박의 초대형화로 인해 가덕수도의 혼잡도가 증가되고 있으며, 지속적인 항만 개발로 인해 공사투입 선박으로 인한 위험도도 높아지고 있다. 특히, 가덕수도 내 주의해역은 선박의 교차항행 위험도가 높은 구역으로 선박 통항안전 향상을 위한 법률적, 관제적 측면의 보완방법을 제시하였다.

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A Study on Consideration Factors of Traffic Safety Assessment on the Bridge Design-I (해상교량 건설을 위한 선박통항 안전성 검토요소에 관한 연구-I)

  • Park Young-Soo;Park Jin-Soo;Ko Jae-Yong;Jong Je-Yong;Lee Eun
    • Journal of Navigation and Port Research
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    • v.29 no.1 s.97
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    • pp.71-75
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    • 2005
  • From the viewpoint of navigation safety, it would be best if it's possible to build a bridge whose main span is wide enough, however, sometimes it may not be possible due to geographical or economic reason To construct the bridge on the shipping route, consideration factors for marine traffic safety must be investigated and examined from the viewpoint of marine traffic engineering. This study aims to secure marine traffic safety and maintain smoothly traffic flow through assessment qf these factors. As the first step, examination factors such as traffic volume, ship size and bridge width were assessed quantitatively using marine traffic flow simulation technique.

A Study on Safe Vessel Traffic Speeds Based On a Ship Collision Energy Analysis at Incheon Bridge (인천대교 선박 충돌에너지 분석을 통한 선박의 통항안전 속력에 관한 연구)

  • Lee, Chang-Hyun;Lee, Hong-Hoon;Kim, Deun-Bong;Kim, Chol-Seong;Park, Seong-Hyun
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.22 no.6
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    • pp.593-599
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    • 2016
  • Incheon Bridge is 13.38 km long with an 800 m span, connecting Incheon International Airport and Songdo International City, Per hour 73.8 vessels navigate this space. The purpose of this study was to suggest a safe passing speed based on the displacement of a vessel based on the safety criteria of Incheon Bridge's anti-collision fence, which was designed during its initial construction. As AASHTO LRFD suggested, vessel collision energy, vessel collision velocity, and the hydrodynamic mass coefficient were considered to derive a safe vessel traffic speed. Incheon Bridge's anti-collision fence was designed so that 100,000 DWT vessels can navigate at a speed of 10 knot. This research suggests a safe speed for vessel traffic through a comparative analysis of an experimental ship's (300,000 DWT) speed and cargo conditions, regulation speed has been calculated according to the collision energy under each set of conditions. Additionally, safe traffic vessel's safe speed was analyzed with reference to tidal levels. Results from the experimental ship showed that a vessel of maximum 150,000 DWT is able to pass Incheon Bridge at a maximum of 7 knots with an above average water level, and is able to pass the bridge with a maximum of 8 knots under ballast conditions.

A Study on the Assessment of Traffic Safety of Ship under Bridge (선박의 교량하 통항 안전성에 관한 연구)

  • 윤명오;김현종;금종수;성유창
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.9 no.2
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    • pp.31-37
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    • 2003
  • In these days, several bridges have been built or under construction over navigational channel in Korea. In these cases there must be careful consideration for the marine safety of vessels to be passed by below the bridge. This paper aims to analyze the factors influencing maritime traffic safety and to figure out ample width of main span of these kinds of bridges through the reference study and FMSS.

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Analysis of Long-Term Variation in Marine Traffic Volume and Characteristics of Ship Traffic Routes in Yeosu Gwangyang Port (여수광양항 해상교통량의 장기변동 및 통항 특성)

  • Kim, Dae-Jin;Shin, Hyeong-Ho;Jang, Duck-Jong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.26 no.1
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    • pp.31-38
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    • 2020
  • The characteristics of ship traffic routes and the long term fluctuation in marine traf ic volume of the incoming and outgoing routes of the Yeosu Gwangyang Port were analyzed using vessel traffic data from the past 22 years and a real-time vessel traffic volume survey performed for 72 hours per year, for three years, between 2015 and 2017. As of 2017, the number of vessels passing through Yeosu Gwangyang Port was about 66,000 and the total tonnage of these ships was about 804,564 thousand tons, which is a 400 % increase from the 189,906 thousand tons shipped in 1996. Specifically, the dangerous cargo volume was 140,000 thousand tons, which is a 250 % increase compared to 1996. According to the real-time vessel traffic volume survey, the average daily number of vessels was 357, and traf ic route utilization rates were 28.1 % in the Nakpo sea area, 43.8 % in the specified sea area, and the coastal area traf ic route, Dolsan coastal area, and Kumhodo sea area showed the same rate of 6.8 %. Many routes meet in the Nakpo sea area and, parallel and cross passing were frequent. Many small work vessels entered the specific sea area from the neighboring coastal area traffic route and frequently intersected the path of larger vessels. The anchorage waiting rate for cargo ships was about 24 %, and the nightly passing rate for dangerous cargo ships such as chemical vessels and tankers was about 20 %. Although the vessel traffic volume of Yeosu Gwangyang Port increases every year, the vessel traffic routes remain the same. Therefore, the risk of accidents is constantly increasing. The route conditions must be improved by dredging and expanding the available routes to reduce the high risk of ship accidents due to overlapping routes, by removing reefs, and by reinforcing navigational aids. In addition, the entry and exit time for dangerous cargo ships at high-risk ports must be strictly regulated. Advancements in the VTS system can help to actively manage the traffic of small vessels using the coastal area traffic route.

A Study on the Selection of the Recommended Safety Distance Between Marine Structures and Ships Based on AIS Data (AIS 기반 해양시설물과 선박간 권고 안전이격거리 선정에 관한 연구)

  • Son, Woo-ju;Lee, Jeong-seok;Lee, Bo-kyeong;Cho, Ik-soon
    • Journal of Navigation and Port Research
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    • v.43 no.6
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    • pp.420-428
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    • 2019
  • Although marine structures are a risk factor interfering with the passage of ships, there are no obvious guidelines on the required safety distance between ships and marine structures under regulations and laws. In this study, the width of the shipping route width was set based on the AIS data to analyze the separation distance between marine structures and ships, and the ships were classified by the length of each ship. By analyzing the distribution at marine structures, this study confirmed that the ships' traffic volume was in the form of normal distribution. To statistically analyze the separation distance between the traffic distribution results and the normal distribution of ships in this study, the traffic pattern analysis around the marine structures was performed. As a result, the traffic pattern was different by length and the recommended safety distance for each length is presented accordingly. Referring to the IMO (International Maritime Organization) the standard turning circle and reference of safety separation distance between ships and offshore wind turbines of the CESMA (Confederation of European Shipmasters' Associations) and P IANC (World Association for Waterborne Transport Infrastructures), the analysis was conducted on ships that did not follow the set distance among the AIS data by setting the distance within the recommended ship safety distance to 5-7 overall length. As a result, the 5.5 length over all of the safety recommendations were selected as appropriate, and based on the above results, the two cases recommending ship safety distance were proposed.

A Study on Ship Safety Distance Between AIS Based Ships Route and Offshore Wind Farm (AIS 기반 선박통항로 및 해상풍력단지간 선박안전이격거리 도출)

  • Son, Woo-Ju;Lee, Bo-Kyung;Cho, Ik-Soon
    • 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.

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조류신호표지 설치 타당성에 관한 연구

  • Mun, Beom-Sik;Park, Jin-Su;Kim, Dong-Tae
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2015.10a
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    • pp.329-331
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    • 2015
  • 조류신호표지는 강한조류가 있는 항만입구나 항로페서 조류정보를 제공함으로 통항선박 안전에 중요한 역할을 한다. 우리나라는 서남해안은 일부지역에서 강한조류가 흘러 선박통항에 위험을 초래하고 이로인해 해양사고 위험성이 내포하고 있어, 선박통항의 안전을 위해 우리나라 연안에 조류신호표지 설치가 필요한 위치에 대한 타당성을 연구하고자 하였다.

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