• 제목/요약/키워드: risk of collision

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연안복합어선 선장의 업무 특성과 해양사고 위험요소에 대한 분석 (Analysis of the working characteristics of the skipper and risk factors of marine accident in Korea coastal composite fishing vessels)

  • 김민선;황보규;장호영
    • 수산해양기술연구
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    • 제55권2호
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    • pp.152-161
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    • 2019
  • This research carried out a study on the job characteristics of the skipper of the coastal composite fishing vessels in order to find a way to prevent the ship collision caused by the highest human error among the marine casualty of fishing boats. Video observation was used as the research method in which six CCD cameras were installed on the vessel to collect image data and data extracted from the image were analyzed to derive the results of the functional activity of skipper according to the fishing operation process of experimental fishing vessel. The results are as follows. The working process of the experimental fishing vessel consisted of navigation for fishing ground, setting line, waiting for hauling line, hauling line and navigation to homeport. In these processes, the skipper was performing watchkeeping in the wheelhouse in which he carried out a single task, a dual task that performed two tasks simultaneously, and a triple task that performed two or more tasks simultaneously. In addition, one of the risk factors causing the collision was a no watchkeeping in the wheelhouse for navigating for fishing ground, waiting for hauling line, and hauling line at 25.4%, 64.6% and 0.3%, respectively among the marine casualty while drowsiness caused 1.2% of the marine casualty in navigating for fishing ground. Concurrent tasks that simultaneously perform two or more tasks that can overlook any other important duties while carrying out watchkeeping in the wheelhouse include 51.3% of navigation for fishing ground, 81.9% of setting line, 19.0% of waiting for hauling line, 87.9% of hauling, and 88.7% of navigation to homeport. The above concurrent tasks yielded an average of 66.1%. Experimental fishing vessels are required to focus on ship handling operations related to fishery operations, and the skipper is assigned more activities and attention to fishery related tasks. Therefore, it is considered desirable to build a collision prevention system that is appropriate to the characteristics of the skipper's work, escaping from transferring the responsibility of ship collision to the skipper completely.

GEOTECHNICAL DESIGNS OF THE SHIP IMPACT PROTECTION SYSTEM FOR INCHEON BRIDGE

  • Choi, Sung-Min;Oh, Seung-Tak;Park, Sang-Il;Kim, Sung-Hwan
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회 3차
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    • pp.72-77
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    • 2010
  • The Incheon Bridge, which was opened to the traffic in October 2009, is an 18.4 km long sea-crossing bridge connecting the Incheon International Airport with the expressway networks around the Seoul metropolitan area by way of Songdo District of Incheon City. This bridge is an integration of several special featured bridges and the major part of the bridge consists of cable-stayed spans. This marine cable-stayed bridge has a main span of 800 m wide to cross the vessel navigation channel in and out of the Incheon Port. In waterways where ship collision is anticipated, bridges shall be designed to resist ship impact forces, and/or, adequately protected by ship impact protection (SIP) systems. For the Incheon Bridge, large diameter circular dolphins as SIP were made at 44 locations of the both side of the main span around the piers of the cable-stayed bridge span. This world's largest dolphin-type SIP system protects the bridge against the collision with 100,000 DWT tanker navigating the channel with speed of 10 knots. Diameter of the dolphin is up to 25 m. Vessel collision risk was assessed by probability based analysis with AASHTO Method-II. The annual frequency of bridge collapse through the risk analysis for 71,370 cases of the impact scenario was less than $0.5{\times}10^{-4}$ and satisfies design requirements. The dolphin is the circular sheet pile structure filled with crushed rock and closed at the top with a robust concrete cap. The structural design was performed with numerical analyses of which constitutional model was verified by the physical model experiment using the geo-centrifugal testing equipment. 3D non-linear finite element models were used to analyze the structural response and energy-dissipating capability of dolphins which were deeply embedded in the seabed. The dolphin structure secures external stability and internal stability for ordinary loads such as wave and current pressure. Considering failure mechanism, stability assessment was performed for the strength limit state and service limit state of the dolphins. The friction angle of the crushed stone as a filling material was reduced to $38^{\circ}$ considering the possibility of contracting behavior as the impact.

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교량의 선박충돌위험도 평가 (Ship Collision Risk Assessment for Bridges)

  • 이성로;배용귀
    • 대한토목학회논문집
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    • 제26권1A호
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    • pp.1-9
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    • 2006
  • 선박충돌의 위험이 있는 교량의 교각에 대해 연파괴빈도 계산을 수행하였다. 이러한 해석을 통해 각각의 교각에 대한 선박충돌 수평내하력을 결정할 수 있다. 교각의 수평내하력은 선박충돌 위험도 평가로부터 예측된 연파괴빈도와 허용기준을 비교하는 확률기반 해석과정을 통해 결정된다. 해석과정은 교량 각 부재요소에 대한 초기 충돌저항력을 가정하여 계산된 연파괴빈도가 허용기준을 만족하도록 해석변수를 반복 수정하면서 해를 찾는 과정이다. 일반적으로 선박충돌 위험이 있는 교각들에 대한 연파괴빈도 허용기준의 분배는 설계자의 공학적 판단에 근거한다. 본 연구에서는 선박충돌 위험도 평가로부터 사전 계산되는 연파괴빈도 할당 가중치에 의해 각각의 교각에 허용기준을 분배하였다. 주탑과 교각 등 교량 부재요소의 설계 수평내하력을 결정하기 위해 주탑과 교각의 충격저항력 비를 변수로 수치해석을 수행하였다. 설계 수평내하력은 수로의 기하형상, 수심, 교각의 배치, 선박 통행량의 특성에 의해 동일한 교량에서도 많은 변화가 있다. 따라서 연파괴빈도의 분배 모델과 수평내하력 결정에 대한 많은 연구가 요구된다.

V2X 정보를 활용한 VRU 충돌 회피 알고리즘 개발 (Design of Algorithm for Collision Avoidance with VRU Using V2X Information)

  • 장선오;이상엽;박기홍;신재곤;엄성욱;조성우
    • 한국ITS학회 논문지
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    • 제21권1호
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    • pp.240-257
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    • 2022
  • 자율주행 차량은 레이더, 라이다 카메라 등 다양한 로컬 센서들을 활용하여 주변 환경을 인지하고 판단하여 주행한다. 하지만 로컬 센서만을 활용하여 주행할 경우 인지 범위 한계로 장애물에 가려진 보행자나 자전거와 같은 VRU(Vulnerable Road User, 취약 도로 사용자)의 거동 정보를 예측하기 어렵다. 본 논문에서는 이러한 로컬 센서의 한계를 극복하기 위해 V2X 통신 정보를 활용한 VRU 충돌 회피 알고리즘을 개발하였다. 알고리즘은 인프라로부터 충돌 위험이 있는 VRU의 정보를 전달 받아 미래 거동을 예측하고 주변 환경에 따라 적절하게 조향 및 제동 회피를 수행하도록 설계하였다. 개발된 알고리즘을 검증하기 위하여 다양한 조건의 시나리오에서 시뮬레이션을 수행하였으며, 그 결과, 기존 로컬 센서 정보만을 활용하였을 때보다 개선된 충돌 회피 성능을 보일 뿐만 아니라, 차량의 안정성 또한 확보할 수 있음을 확인하였다.

미시적 주행행태를 반영한 후미추돌위험 평가모형 개발 (Development of the Risk Evaluation Model for Rear End Collision on the Basis of Microscopic Driving Behaviors)

  • 정성봉;송기한;박창호;전경수;고승영
    • 대한교통학회지
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    • 제22권6호
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    • pp.133-144
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    • 2004
  • 안전측면에서 교통류를 효율적으로 운영${\cdot}$관리하기 위해서는 교통류의 위험정도를 명확하게 판단할 수 있는 기준 및 모형개발이 필요하다. 이를 위해, 본 연구에서는 불완전한 추종으로 인해 발생할 수 있는 교통류 위험을 후미추돌위험의 관점에서 파악하였다. 과거 사고 예측 및 도로위험도 평가모형의 경우 운전자 반응을 고려하지 않았기 때문에, 모형의 신뢰성에 다소 문제가 있는 것으로 나타났다. 본 연구에서는 이러한 한계 및 문제점을 극복하기 위해 사고발생 가능성이라는 개념을 도입함으로써 위험과 사고 사이에 존재하는 운전자 반응을 모형에 반영하였다. 즉, 추종이론 및 안정성 이론을 바탕으로 후미추돌과 관련된 미시적 변수 즉, 운전자의 반응시간과 감속도를 반영하여 운전자를 고려한 모형을 개발하였다. 위험도를 대표할 수 있는 지표 개발을 위해 소음영향평가에서 사용되는 척도를 활용하였으며, 상대적인 위험도 우위를 평가하기 위해 위험강도 및 지속시간을 고려한 ‘등가위험도’를 개발하였다. 서울시 도시고속도로를 대상으로 직접 실험${\cdot}$조사를 수행하였으며, 미시적 교통류 자료수집을 위해 직접 실험차량을 제작하였다. 수집된 자료를 바탕으로 구간별, 차로별, 교통상황별 위험도를 도출하였다. 모형에 의해 도출된 위험도를 해당구간에서 수집된 차로별 사고자료와 비교하여 본 결과, 교통상황 및 사고자료 패턴과 일치하는 결과를 보여주었다. 본 연구에서 개발된 모형은 안전진단 및 도로설계에서부터 첨단안전차량 제어알고리즘의 안전성평가에 이르기가지 다양한 분야에서 활용될 수 있다.

BARRIER Ⅶ 프로그램을 이용한 가아드레일의 설계평가 및 지침 (Evaluation and Guideline for Design of Guardrail by BARRIER Ⅶ Program)

  • 우광성;조승현;고만기;김우
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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    • pp.191-198
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    • 1994
  • The nonlinear dynamic behaviors of guardrail established on the local or high way have been investigated using BARRIER Ⅶ program with respect to four design variables such as section type of beams and posts, impact angle, impact velocity and vehicle weight. Computer simulation programs are sophisticated analytical models for analyzing dynamic vehicle/barrier interactions and provide a relatively inexpensive alternative to full scale crash testing. This study has been focused on the structural adequacy, occupant risk, and vehicle trajectory. For this purpose, the maximum deflection and impact force have been calculated to design the clear zone and to analyze effect of impact attenuation. Also, the acceleration of vehicle and exit angle after collision have been computed to estimate the occupant risk. From this study, it is suggested that we should strengthen the design criteria of guradrail to prevent from disastrous traffic accidents.

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철도 건널목사고 위험도 평가 모델 개발 (Development of Risk Assessment Models for the Level-Crossing Accidents)

  • 왕종배;박찬우;최돈범;김민수
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.1524-1530
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    • 2008
  • Generally a road vehicle's wrong entry into level crossing gives rise to hazardous events, the eventual collision with a approaching train depends on the effective operation of safety barriers such a abnormal condition detecting or emergency braking. In this paper, the risk assessment models developed for the level-crossing accidents will be introduced. The definition of hazardous events and the related hazardous factors are identified by the review of the accident history and engineering interpretation of the accident behavior. A probability of the hazardous events will be evaluated by the FTA, which is based on the accident scenario. For the severity estimation, the critical factors which can effect on the consequence will be reviewed during the ETA. Finally, the number of casualty for the public(vehicle drivers) and the train passengers are converted into an equivalent fatality.

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자동차 방향전환 표시장치 개발 (Development of a New Car Direction Indicator System)

  • 박노국
    • 대한안전경영과학회:학술대회논문집
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    • 대한안전경영과학회 2001년도 춘계학술대회
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    • pp.325-329
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    • 2001
  • This paper deals with a newly developed direction indicator system of a car which displays left turn and U- turn signal differently, so that the following driver can identify the Intent of the next car ahead easily. In general, when a car want to change its direction, the driver move the blinker lever below the steering wheel up or down. However, as the left turn and U-turn signal are the same, there always be the risk of rear-end collision by misinterpreting U-turn signal as left turn signal. In this paper, a new direction indicator system which differentiates left turn and U-turn signal is developed. The left turn signal is the same as before, but when a driver want to U-turn, an additional U-turn signal blinks at the rear of the car. By identifying the direction signals clearly, the developed system is expected to alleviate the risk of car accident.

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자동차 방향전환 표시장치 개발 (Development of a New Car Direction Indicator System)

  • 박노국
    • 대한안전경영과학회지
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    • 제3권2호
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    • pp.181-188
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    • 2001
  • This paper deals with a newly developed direction indicator system of a car which displays left turn and U-turn signal differently, so that the following driver can identify the intent of the next car ahead easily. In general, when a car want to change its direction, the driver move the blinker lever below the steering wheel up or down. However, as the left turn and U-turn signal are the same, there always be the risk of rear-end collision by misinterpreting U-turn signal as left turn signal. In this paper, a new direction indicator system which differentiates left turn and U-turn signal is developed. The left turn signal is the same as before, but when a driver want to U-turn, an additional U-turn signal blinks at the rear of the car. By identifying the direction signals clearly, the developed system is expected to alleviate the risk of car accident.

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