• 전자공학회논문지
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• 제51권2호
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• pp.23-29
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• 2014

지능형 교통 시스템(Intelligent Transportation Systems)의 첨단 교통 관리 시스템(Advanced Traffic Management System)은 고화질 카메라, 고성능 레이더 센서와 같은 향상된 인프라를 통하여 도로 상의 차량 속도, 통행량, 돌발 상황 등의 교통 상황을 실시간으로 분석하며 관련 업무를 자동화하고 있다. 특히 도로 이용자의 안전을 위해서는 돌발 상황 자동 검지 및 2차 사고 방지를 위한 시스템이 필요하다. 이러한 유고 검지 및 관리 시스템에서는 CCTV 기반 영상 검지와 레이더를 이용한 물체검지가 주로 사용된다. 본 논문은 다중 감시용 카메라를 사용한 실시간 고속도로 돌발 상황 검지 시스템에서 모자이크(mosaic) 동영상을 구성하는 방법과 다양한 각도에서 촬영된 움직이는 객체를 보다 정확하게 추적할 수 있는 배경 모델링에 기반한 알고리즘을 제안하였다. 실험결과 영상검지는 레이더검지의 근거리 음영 영역과 원거리 검지한계 영역을 보완해 줄 수 있을 뿐만 아니라 악천후를 제외한 주간 검지에서 보다 나은 분류 특징들을 갖고 있음을 확인 할 수 있었다.

• 대한교통학회지
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• 제24권1호
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• pp.73-84
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• 2006

본 연구는 지점검지기의 효율적 배치기준인 동질구간 결정 로직을 정립하고자 수행되었다. 동질구간의 결정은 도로 및 운영조건과 실시간 교통패턴의 변동을 고려하며 시간대별 동질구간 및 최종 동질구간을 결정하였다 교통조건의 동질구간 결정은 실시간 자료에 기반한 군집분석을 이용하였다. 동질구간의 검증을 위해 모든 링크에 검지기를 설치하는 경우와 동질구간에 검지기를 설치하는 경우에 대하여 각각 통행시간 추정력을 비교한 결과 동질구간의 효과가 입증되었다. 본 연구결과는 향후 국토교통관리 및 정보제공시스템에 유용하게 적용될 것으로 기대된다. 본 연구결과에 의하면 본 연구에서 제안한 동질구간 결정 로직을 대규모 국도 ITS 구축사업에 적용할 경우 통행시간 추정력의 향상과 함께 지점검지기의 효율적 배치를 통한 구축 및 운영비용의 절감이 예상된다.

• 한국도로학회논문집
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• 제18권3호
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• pp.11-19
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• 2016

PURPOSES : This study supports the evidence that it is possible to rehabilitate a damaged pavement with a lane closure specifically based on the Gimcheon~Sunsan project. METHODS : The prediction results from the simulation programs were compared with field monitoring, which focused on traffic management planning, congestion (length, time, and passing speed), bypass, and user cost, among others. RESULTS : The research results showed that lane closure application and pavement repair of the aged pavement in Korea were possible, even though the prediction results were minimally different from the field monitoring. The road agency contributes to service life extension of the rehabilitated pavement using this method. CONCLUSIONS : A marginal effect caused by the lane closure was observed on travelling users or vehicles, and the user cost of pavement repair decreased. Therefore, introducing the repair method or rehabilitation in Korea is possible. Information dissemination through various media was properly done to execute the project well. Moreover, the construction area traffic utilized nearby alternative roads. Therefore, improving the repaired pavemen's service life while ensuring that the pavement management agency can provide a road with comfortable user riding quality was possible.

• 한국건설관리학회논문집
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• 제5권4호
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• pp.79-86
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• 2004

One of the most difficult tasks in pavement management information systems is establishing the links between performance measures of a structure and the design and construction inputs. In-situ pavement performance can be considered a response variable to many project input variables, such as design, construction, and traffic loading effects. If we are to fully understand the component of pavement performance and specify the inputs through design and construction specifications to achieve that performance we must develop quantitative relationship between input and response variables through a scientific, fully integrated Pavement Performance Analysis System (PPAS). Hence, the objective of this study is to design a database model required for developing an effective database template that will allow analysis of pavement performance measures based on design and construction information linked by location. In order to select the most appropriate database model, a conceptual database model (Entity Relationship Model) and dimensional model, which is believed to be the most effective modeling technique for data warehouse project, are designed and compared. It is believed that other state highway agencies could adopt the proposed design strategy for implementing a PPAS at the discretion of the state highway agencies.

• 한국도로학회논문집
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• 제16권4호
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• pp.127-134
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• 2014

PURPOSES : To operate more efficient traffic management system, it is utmost important to detect the change in congestion level on a freeway segment rapidly and reliably. This study aims to develop classification method of congestion change type. METHODS: This research proposes two classification methods to capture the change of the congestion level on freeway segments using the dedicated short range communication (DSRC) data and the vehicle detection system (VDS) data. For developing the classification methods, the decision tree models were employed in which the independent variable is the change in congestion level and the covariates are the DSRC and VDS data collected from the freeway segments in Korea. RESULTS : The comparison results show that the decision tree model with DSRC data are better than the decision tree model with VDS data. Specifically, the decision tree model using DSRC data with better fits show approximately 95% accuracies. CONCLUSIONS : It is expected that the congestion change type classified using the decision tree models could play an important role in future freeway traffic management strategy.

• 한국도로학회논문집
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• 제16권5호
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• pp.91-98
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• 2014

PURPOSES : This study is to develop a automate road mapping system using ARASEO(Automated Road Analysis and Safety Evaluation TOol) for road management. METHODS : The road survey van named ARASEO(Automated Road Analysis and Safety Evaluation TOol) was used to generate highway drawings for Korea National Road number 37 automatically. In order to generate the highway drawings for purpose of road management, it is required to acquired the information for highway alignment, road width and road facilities such as safety barrier and road sign. Therefore the survey van acquired and analyzed the road width, median and guardrail data using rear side laser sensor of ARASEO and recognized the traffic control sign and chevron sign using foreside camera images. Also the highway alignment which is the basic information for highway drawing can be analyzed by acquisition the every 1m positional and attitude data using GPU and IMU sensor and developed algorithm. Finally, in this research the CAD based drawing software was developed to draw highway drawing using the analysis result from ARASEO. RESULTS : This study showed the comparison result of the surveyed road width and drawing data. To make the drawing of the road, we made the Autocad ARX program witch run in CAD menu interface. CONCLUSIONS : Using this program we can create the road center line, every 500m horizontal and vertical ground plan drawing automatically.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.576-582
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• 2013

Typical highway infrastructure systems include roadway pavement, drainage systems, tunneling, and other hardware components such as guardrails, traffic signs, and lighting. Tunnels in a highway system have provided significant advantages to overcoming various natural challenges including crossing underneath bodies of water or through mountainous areas. While only a few tunnel failure cases have been reported, the failure rate is likely to increase as these assets age and because agencies have not emphasized tunneling asset management. A tunnel system undergoes a deterioration life cycle pattern that is similar to other infrastructure systems. There are very few agencies in the United States implementing comprehensive tunnel asset management programs. While current tunnel asset management programs focus on inspection, maintenance, and operation safety, there is an increasing need for the development of a comprehensive life cycle tunnel asset management program. This paper describes a conceptual framework for a comprehensive tunnel asset management program. The framework consists of three basic phases including a strategic plan, a tactical plan, and an operational plan to provide better information to the decision makers. The strategic plan is a basic long term approach of tunnel asset management. The tactical plan determines specific objectives and the operational plan actually applies asset management objectives in practice. The information includes operational condition, structural condition, efficiency of the system, emergency response, and life cycle cost analysis for tunnel capital improvement project planning.

• 한국산업융합학회 논문집
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• 제5권4호
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• pp.329-337
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• 2002

It is the actual condition that the increasing traffic delay and accident caused by inefficient management on various construction by occupying the roadways. Since almost roadway improvements are for the public convenient, negative effects by them are ignored. But now due to the increase of traffics demand and limitation of road supply, the positive management scheme and treatment plan on the constructions must be considered. Thus, to the extent of this study divides uninterrupted flow into freeways and the Highway, yielding the time spread between under construction and not, that is delay time, we build capacity and delay model in the change of traffic volume and occupying length.

• 한국ITS학회 논문지
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• 제11권5호
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• pp.78-88
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• 2012

도로상에 설치되어 있는 AVI는 두 가지 목적으로 (1) 방범용, (2) 교통용으로 구분되며, 관리기관 또한 (1) 경찰청, (2) 지자체, (3) 지방국토관리청, (4) 한국도로공사로 다양하다. 하지만 수집데이터는 차량번호, 통행시간, 차량사진으로 동일함에도 불구하고 구축된 목적에 따라서만 데이터가 이용되고 있어 관리주체가 상이하기 때문에 데이터간의 연계가 어려운 실정이다. 따라서 본 연구는 이 데이터를 통합하여 교통정보 생성용으로 활용가능성을 평가하고, 센터속도의 신뢰성 제고를 목적으로 방범-교통 AVI DB를 연계 통합한 구간검지체계의 도입방안을 제시하는 것을 목적으로 한다. 향후 교통용과 방범용의 AVI의 DB를 통합하여 교통정보 생성용으로 활용할 경우 구간소통정보를 산출할 수 있는 구간이 확대되고, 센터속도와 실측값 사이의 오차율을 감소시키는 방안으로 활용될 수 있을 것으로 판단되며, 방범 측면에서도 범죄 예방률 및 검거율이 향상될 것으로 기대된다.

• 한국도로학회논문집
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• 제20권1호
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• pp.127-135
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• 2018

PURPOSES : Traffic cameras have been installed to reduce traffic accidents. The effectiveness of traffic cameras has been proved by dozens of studies, but recently questions over its effectiveness have been raised by a series of studies. In this study, the effectiveness of traffic cameras was analyzed with a focus on different road environments. METHODS : The effectiveness of the traffic cameras was analyzed by extracting the occurence frequency before and after camera installation. The effect of reduction was analyzed comprehensively considering the installation position, monitoring direction, and surrounding environment of traffic cameras. RESULTS : The result of this study is as follows. First, the installation of cameras in an area with relatively low accidental traffic was more effective. Secondly, the effect of camera installation on car-to-pedestrian collisions was better than that of car-to-car collisions. Thirdly, accidents tended to occur more frequently when cameras were installed in front of the accident-prone owing to the negative spill-over effect. CONCLUSIONS : The result can be used to guide placement of traffic cameras. Moreover, the installation of cameras with consideration of the road environment is expected to contribute to a reduction in traffic fatalities.