해상교통안전진단제도는 선박통항에 영향을 미치는 수역이나 시설의 변경 시 선박통항 안전성 여부를 사전에 평가하고자 도 입되었다. 동 제도의 도입 이후 지난 2014년 대상사업의 범위를 한정하여 길이 100미터 이상 및 최고 속력 60노트 이상인 선박을 대상사 업의 기준으로 설정하였다. 본 연구에서는 이렇게 설정된 대상선박 기준을 해사안전법의 교통안전특정해역, 유조선통항금지해역 등의 대 상선박 기준과 비교 검토하고, 안전진단 대상선박 현황 및 안전진단 제외사례를 분석하였다. 분석 결과, 교통안전특정해역에서 1,000G/T 이상, 유조선통항금지해역에서 794G/T 이상의 위험화물운반선에 대하여 안전진단이 필요한 것으로 나타났고, 여객선 및 위험화물운반선 에 대하여 보다 강화된 기준 적용 필요성이 제기되었다. 따라서 결론으로 대상선박 기준 재검토 필요성을 제시하였다.

As invigoration plan of the marine tourism, Busan City has the plan to operate the cruise ship inside of the harbor, but the area has narrow water way with heavy traffic. As a result it is requested to evaluate the safety for the preparation of actual navigation. In this study, the Ship Handling Simulation (SHS) Assessment was conducted, which is regulated by the Maritime Traffic Safety Audit Scheme (MTSAS) in compliance with the Marine Safety Law and the Maritime Traffic Risk Assessment System based on the Electronic Chart Display and Information System (ECDIS). The proximity assessment, control assessment and subjective assessment were implemented, which is enacted by the Marine Safety Law by using the SHS. In the case of proximity assessment, the probability of trespass was not analyzed. As the control assessment, the swept path was measured at 11.7 m and 11.5 m for port entry and port departure respectively, which exceeded the width of the model vessel, 10.4 m over; it was considered as a marginal factor. As a result of the subjective evaluation of the navigator, there would be no difficulty on ship maneuvering by paying particular attention to the mooring vessel nearby the Busan Bridge and Yeongdo Bridge as well as the coming vessel from the invisible sea area when the vessel is entering and departing the port. The Marine Traffic Risk Assessment System analyzed as [Cautious] level until the vessel passed the Busan bridge and the curved area at 5 kts and it became to [Dangerous] level from where it left 75 m to the Busan Bridge. When the vessel passed the Busan Bridge and the curved area at 10 kts and entered the narrow area, it indicated the [Dangerous] level and became to [Very dangerous] level from where it left 410 m to the Busan bridge. In conclusion, the vessel should maintain at the speed of 5 kts to reduce the risk when it passes this area.

The purpose of this study was to analyze traffic safety assessments for fishing vessels near the southwest offshore wind farm. This study applied a collision model for safety assessment. It also involved a spatiotemporal analysis of vessels engaged in fishing to identify fishing hotspots around the offshore wind farm. This study used data from fishing vessel location transmission devices gathered over 1 year in 2014. As a result, in September, when the average number of vessels engaged in fishing is high, 62 ships were operating in fishing section 184-6 and 55 ships in section 184-6. In addition, in fishing sections 184-8 and 192-2, where an offshore wind farm was located, there were 55 and 38 ships operating, respectively. As the recovery period for a seaway near wind farm turbines is 55 years, it was determined that safety measures are required in order to reduce collision frequency while allowing fishing vessels to navigate through offshore wind farms. Meanwhile, the return period of Seaway B between the groups of generators considered was 184 years. A safety zone for offshore wind farms should be installed covering a distance of at least 0.3 NM from the boundary of turbines. Then, the collision return period was derived to be close to 100 years. Through this traffic safety assessment, it has been concluded that such measures would help prevent marine accidents.

최근 정보통신기술의 발달로 선박에 육상과 동일한 인터넷 환경이 조성되고 있다. 선내 인터넷 사용에 대한 접근성이 높아지면서, 선원들은 휴대가 간편한 스마트폰을 이용해 인터넷을 사용하고 있다. 하지만 항해 중 스마트폰 사용의 부작용에 대해서는 심각하게 생각하고 있지 않으며, 그에 대한 연구도 거의 없는 실정이다. 이에 본 연구는 항해 중 스마트폰 사용의 위험성을 판별하기 위해 선박 조종 시뮬레이터를 이용하여 위험도 측정 실험을 수행하였다. 시뮬레이션은 근접도 평가, 제어도 평가, 운항자의 주관적 평가 및 위험 상황인지 시간을 이용하여 분석하였으며, 스마트폰 사용 유무를 구분하여 위험 정도를 평가하였다. 실험 결과, 항해 중 스마트폰의 사용으로 인해 위험도가 최소 1.3배에서 최대 3배까지 증가한 것으로 분석되었다. 분석 결과를 바탕으로 항해 중 스마트폰 사용 규제에 대한 기반을 마련하고, 스마트폰 사용지침을 수립하고자 한다.

해상교통안전진단제도는 연안에서 선박의 항행에 영향을 미치는 각종 해상사업으로 인해 발생할 수 있는 위험요인을 전문적으로 조사·측정·평가하기 위해 2009년에 법제화된 이후에 제도 발전에 관한 여러 연구가 수행되어 왔다. 이러한 연구결과를 분석하여 현 제도의 미비점을 색인한 결과, 안전진단 결과에 따라 해상사업이 수행되었는지 검증하기 위한 절차와 안전진단의 주요 과정 중 하나인 선박조종 시뮬레이션의 정확성을 검증하기 위한 사후관리 관련 규정이 미흡했다. 사후관리제도 도입 필요성이 드러남에 따라 법령화된 유사 제도인 환경영향평가제도와 도로교통안전진단제도의 법체계를 분석하였다. 그리고 해상교통분야의 미비점을 개선하기 위한 법령안을 구체적으로 제시하였다. 본 고의 법령안은 진단의 정확도를 검증하고 진단결과의 이행을 담보함으로써 해상사업과 관련된 잠재적 위험요인을 제거하고 해상교통안전에 기여할 것으로 기대된다.

본 연구는 평택항을 통항하는 선박의 항해 안전을 확보하기 위해 교통안전특정해역 설정의 필요성을 정량적인 데이터로 제시하고자 하였다. 연구 비교 대상 6개 항만과 평택항과의 안개 일수, 도선 거리, 대형선 입항 척수, 조업 어선 척수를 비교 분석하였다. 연구결과 평택항은 잦은 시계 제한의 영향을 받는 역 조건의 가운데 부산, 부산신항, 울산, 포항항보다 약 3.5 ~ 6배 더 긴 도선 구간을 항해 해야한다. 특히 어장이 형성되는 5 ~ 7월에는 통항로에 위치한 35척의 조업 어선을 피하기 위해 대형선이 역주행하는 상황이 발생하여 상대선박과의 충돌 위험을 갖는 교통 환경임을 확인하였다. 따라서 평택항 접근수역에 교통안전특정해역으로 설정한다면, 대형선이 조업 어선 보다 법적 우위를 갖게 되므로 통항 안전성을 확보할 수 있을 것으로 판단된다.

PURPOSES: This paper proposes a reliability index for the safety evaluation of freeway sections. It establishes a reliability index as a safety surrogate on freeways considering speeds and speed dispersions. METHODS : We collated values of design elements including radii, curve lengths, vertical slopes (absolute values), superelevations, and vertical slopes from seven freeway sections in Korea. We also collected data about driving speeds, traffic accidents, and their deviations. We established a reliability index using these variables. RESULTS : The average radii, curve lengths, and superelevations are highly correlated with the incidence of traffic accidents. Deviations in radius and curve lengths show an especially high correlation. The reliability index, derived from speed and speed dispersions of the seven freeway sections, also correlated highly with accidents with a correlation index of 0.63. CONCLUSIONS : Since the reliability index obtained from speed and speed dispersions are highly correlated with traffic accidents, we conclude that a reliability index can be a safety surrogate on freeways considering speeds and speed dispersions together in terms of design and operational levels.

광양만 교통안전특정해역은 3개 항로(입항항로, 출항항로, 깊은수심항로)로 구분되어 있으나 입항항로에 삼여 암초와 인공어초의 부설로 선박들이 이 항로를 이용하지 못하고 있다. 삼여 암초와 인공어초 제거에 대한 문제점은 선박운항자뿐만 아니라 항만관계자를 통해 지속적으로 제기되어 왔다. 이 연구는 특정해역 내에 있는 삼여 암초를 제거 전과 후에 대한 안전성 평가 및 항로운영방안에 대한 것으로 선박운항자 위험도 기반 모델을 이용한 해상교통류 시뮬레이션을 수행하였다. 실험결과, 장래의 선박교통량이 현재와 같고 2개 항로를 3개 항로로 운영한다고 가정할 때, 46.4 %(50,000 DWT 이상 선박은 깊은수심항로를 이용)와 57.1 %(10,000 DWT 이상 선박은 깊은수심항로를 이용) 위험 감소 효과가 있는 것으로 나타났다. 또한 교통량이 현재와 같은 상황에서는 50,000 DWT 이상 선박을 깊은수심항로로 통항하게 하는 것이 위험도 분산 측면에서 효과적임을 알 수 있었다. 한편 선박교통량이 현재보다 1.5배 증가한 상황에서는 10,000 DWT 이상 선박을 깊은수심항로로 유도하는 것이 더 효과적이었다. 이 연구는 선박운항자 위험도 기반 모델을 이용한 분석 결과로, 삼여 암초와 인공어초 제거 등에 필요한 비용 대비 효과를 검토한 것이 아님을 밟혀둔다. 본 연구의 결과는 삼여 암초 제거 후 항로 설정과 항로 운영 방안(특히 깊은수심항로 통항선박 제한) 등에 활용이 가능할 것으로 기대된다.

인천 대교는 인천국제공항과 송도국제도시를 연결하는 길이 21.38km, 경간 800m의 대형 교량으로 시간당 73.8(vessel/hour)척의 선박이 통항하고 있다. 본 연구에서는 인천대교 주식회사에서 인천대교 건설 시 설계된 인천대교 충돌방지공의 안전기준을 바탕으로 인천대교를 통항하는 선박의 중량에 따른 안전한 통항 속력을 제시하기 위하여 AASHTO LRFD에 의한 선박 충돌에너지와, 선박 충돌 속도, 수리동적질량계수를 고려하여 통항 선박의 안전..

PURPOSES : This study aims to investigate the direct and indirect influence areas from incidents on urban interrupted roadways and to develop traffic management strategies for each influence area. METHODS : Based on a literature review, various traffic management strategies for certain incidents were collected. In addition, the relationship between the measure of effectiveness and the characteristics of incidents was explored using an extensive simulation study. RESULTS : From the simulation studies, traffic delays increased as the number of lane closures increased, and the impact of lane closures was reduced to the direction upstream from the incident site. However, the magnitude of the delay change depended on the degree of saturation. Using these characteristics, the direct and indirect influence areas resulting from incidents were defined, and traffic management strategies were established for each direct and indirect influence area and for each level of incident. CONCLUSIONS: The results of this study will contribute to the improvement of national traffic safety by preventing secondary incidents and by effective adaptation to incident events.

PURPOSES: This study analyzes the characteristics of traffic flow on freeway sections under daytime and nighttime conditions to improve traffic safety, and suggests a method to estimate an accurate freeway capacity value that reflects these characteristics. METHODS : The trends and differences in capacity were investigated using comprehensive field data collected under both daytime and nighttime conditions on freeway sections with designated speeds of 80, 100, and 120 kph. RESULTS : The capacity values under nighttime driving conditions were reduced by 3.3%, 6.9%, and 8.8% at 80, 100, and 120 kph, respectively. Several nighttime adjustment factors were deduced for each designated speed category from the analysis results. CONCLUSIONS : It is expected that more accurate capacity values can be estimated for freeway sections under nighttime conditions by applying the resulting adjustment factors. In addition, traffic safety will be improved through the increased efficiency of traffic management on these freeway sections.

해상교통안전진단제도가 도입(2009.11)된 후 운영 중 나타난 제도상·운영 측면에서의 개선사항을 반영하고, 제도의 효율성 제고 및 종합 관리를 위해 해상교통안전진단시행지침 전부개정(2012.3)을 통해 선박안전기술공단내 해사안전연구센터가 전문기관으로 지정되었다. 하지만, 개정된 관련 해사안전법령에는 안전진단서 사전검토, 진단대상사업에 대한 검토 의견 제시 등 유사 국내 평가제도에서의 전문기관과 비교하면 역할과 업무가 명확하지 제시되지 않았다. 이에 본 연구에서는 먼저 SWOT분석을 통해 전문기관 발전을 위한 추진전략을 수립하고, 처분기관, 사업자, 안전진단대행업자 등 관련 전문가 의견수렴 및 국내 유사 평가제도의 전문기관의 역할 및 운영현황을 비교분석하였다. 이를 통해 진단제도가 효율적으로 운영되고, 진단사업에 대한 환경변화에 능동적으로 대응 할 수 있도록 스크린·스코핑, 컨설턴트 시스템 도입을 위한 전문기관의 조직 구성과 운영체제 개선과 진단관련 주체들의 책임과 역할을 명확화하기 위해 해사안전법 개정 등 전문기관의 발전과 해양개발사업에 대한 통합관리를 위한 제도상·운영상의 개선사항 도출하여 제시하였다.

PURPOSES : The purpose of this study is to suggest a basis for setting appropriate safety goals specifically related to the threshold zone luminance in a vehicular traffic tunnel. . METHODS: In the test, drivers were divided into two groups. One group consisted of all drivers (average drivers) group with an age ratio of drivers holding domestic driver's license and driver group by age to produce threshold zone luminance in the tunnel. The threshold zone luminance produced as a result was used to analyze how it affects the safety level of each driver group and provide a basis for setting an appropriate safety criterion that can be used to determine threshold zone luminance. We used test equipment, test conditions, and ananalysis of threshold zone luminance identical to that reported by ChoandJung(2014) but the values of adaptation luminance in our analys is were expanded to range from100 to10,000 cd/m2. RESULTS : Adaptation luminance and threshold zone luminance are found to be related by a quadratic function. The threshold zone luminance needed by older drivers to ensure a certain safety level is significantly higher than that for drivers of other age brackets when adaptation luminance increases. 56% of older drivers are at an increased risk of an accident at the same luminance for which the safety level of average drivers is 75%. The safety level that can be achieved for older drivers increases to above 60% when threshold zone luminance level is set with the goal of attaining a safety level of more than 85% for average drivers. The safety level that can be attained for average drivers is above 90% when the threshold zone luminance is high enough to ensure over 75% in the safety level of older drivers. Results of this study are applicable to highways and others whose designed speed is 100 km/h. CONCLUSIONS : Threshold zone luminance determined on the basis of drivers having average visual ability is of limited value as a performance standard for ensuring the safety of older drivers. Hence, safety level for older drivers should be considered separately from safety levels for drivers with an average ability to avoid risk. Upward adjustment of older drivers' safety level in the process of determining appropriate threshold zone luminance in a vehicular traffic tunnel may bring both tangible and intangible benefit as a result of reducing accidents. However, there is an associated dollar cost arising from installing and operating lights. As a result, the economic impact of these trade-offs should also be considered.

PURPOSES : The purpose of this study is to analyze the requirements of the road traffic safety moderator robot when road repairing. The road traffic safety moderator robot is road traffic safety equipment and to conversions mechanical engineering and IT when road repairing. METHODS: The study used AHP based on the survey from road repair related expert that field engineers, design engineers, public officials and professors. The survey used paired comparison. The survey items were safety, convenience and economics. The safety is classified as visibility or efficiency, the convenience is classified as utility or mobility and the economics is classified as initial investment cost or maintenance $ management cost. The survey alternatives were the road traffic safety moderator robot, traffic regulation by human, traffic regulation by mannequin and traffic signs. The software for AHP is Expert Choice 2000. RESULTS : The results of AHP analyze, the weighted value of safety was analyzed with the highest at 0.488 of survey items. The weighted value of convenience was analyzed at 0.295, the weighted value of economics was analyzed at 0.218. The results of the road traffic safety moderator robot, the weight value of efficiency and utility were analyzed with the highest at 0.284 and 0.259 of alternatives. The weighted value of initial investment cost and maintenance & management cost were analyzed with the lowest at 0.203 and 0.211 of alternatives. The consistency test results of each items, null hypothesis is rejected because the CR values were 0.000 respectively. Therefore, the study results are consistency. CONCLUSIONS : The result of this study, overall value of the road traffic safety moderator robot came off second-best of other alternatives. The road traffic safety moderator robot has been received highest praise by the result of the study as good road traffic safety equipment when road repairing because the weighted values of efficiency and utility were analyzed with the highest of survey items. The efficiency mean securing safety and the utility mean practical assistance when road repairing. The results of this study showed that the road traffic safety moderator robot will effective for traffic safety when road repairing. economics and visibility are that supplementation of the road traffic safety moderator robot because the weighted values of economics and visibility were analyzed with the lowest of survey items. The consistency test results are consistency because the CR values were 0.000 respectively.