• Journal of Korean Society of Transportation
• /
• v.28 no.6
• /
• pp.17-24
• /
• 2010

As various social problems occur due to increasing traffic accidents, the government has setup and executed strong safety policies. As a result, the number of traffic accidents and the death toll have been decreasing in recent years. However, the setup and execution of the various policies for reducing traffic accidents cost much, so it is necessary to evaluate the cost-effectiveness of each policy. In the present study, enforcement by means of an unmanned over-speed enforcement system, the enforcement effect of which was proven good compared to the cost required for traffic enforcement, is compared with enforcement by policemen. As a result of the comparison, the average speed was 82.66 km/h before the use of unmanned systems and policemen; the average speed with manned enforcement was 70.57 km/h; and the average speed with unmanned systems was 67.85 km/h. The speed limit violation rate was 65% before the use of unmanned systems and policemen; 32% with manned enforcement; and 15% with unmanned systems. Considering the kinds of vehicles, the average speed and violation rate were highest among private cars, then vans, and then trucks.. Considering lanes. The accident rate was estimated based on the above results, and the input cost-to-advantage was estimated. The annual cost-to-advantage was estimated by comparing the above estimated values with the conditions before the unmanned over-speed enforcement system. Subsequently, the enforcement by policemen showed a negative advantage of 76,130,590 won, and the enforcement by the unmanned system showed a positive advantage of 38,577,670 won.

• International Journal of Highway Engineering
• /
• v.12 no.2
• /
• pp.25-31
• /
• 2010

Road design guideline provides the directions on how to design a road alignment based on design speed, and this guideline has a design expectation in that design speed is supposed to be equal to the operating speed of drivers. Horizontal curve design is also based on design speed, and minimum radius is derived based on the drivers comfort while negotiating the curve. However, side friction reflecting drivers comfort is lower than a physical friction measured on wet road surface, therefore, it is reasonable to regard the criterion on minimum radius has a safety margin. Futhermore, the practical preference of choosing the larger radius than minimum leads to a noticeable gap between design speed and operating speed, so links to the violation of design expectation implicated in the guideline. In order to review this assumption, friction and operating speed at rural roads was measured and observed. As the results, a safety margin brought out by the gap between comfort-based friction and measured friction is qualitatively derived. Also, the gap between design speed and operating speed presumably caused by the safety margin and practical preference is analysed. By this, it is suggested that current design guideline should provides not only the minimum radius but also the management of road alignment design to minimize the gap between the design speed and operating speed.

• Journal of Korea Multimedia Society
• /
• v.9 no.2
• /
• pp.197-207
• /
• 2006

When the latency of a flow in a fair packet scheduler, which is determined by its rate, violates its required delay bound, the scheduler should reduce the latency with even raising the rate being reserved for the flow. The excessively reserved rate win enforce some outgoing link bandwidth be lost. This loss can not be, unfortunately, evaluated by the three metrics of latency, fairness and implementation complexity used in previous works. This paper is aimed to first introduce the metric of bandwidth utilization to investigate the bandwidth loss in a scheduler and then evaluate the timestamp based schedulers in terms of the bandwidth and payload utilizations. The results show that the bandwidth utilization increases with loosing the required delay bound and, in particular, schedulers with the latency property of WFQ have much better payload utilization by up to 50% than that in the SCFQ one.

• Journal of the Korean Society of Safety
• /
• v.25 no.2
• /
• pp.78-83
• /
• 2010

An installation of automated speed enforcement system(ASES) was known for traffic safety and accident preventive effects that traffic characteristics transmute by speed distribution stabilizing. This study is verified the variations of average speed, 85% speed, speed distribution and dispersion as traffic characteristics depend on enforcement system influences in the road. We tested selected 5 areas. By and large, it has a little differences depend on road geometric structure and traffic environment but that is not too much. After all, after automated speed enforcement system installed in all of test areas, average speed, 85% accumulated speed, speed distribution and dispersion characteristics were declined and equalized. The speed dispersion was smaller than before installed the ASES. The speed dispersion value of each case that is the limited speed has been 70Km/h, 80Km/h at flat and straight, 80Km/h at downhill and straight or downhill and left-curved area was 77.3%, 65.2%, 68.7% and 54.1%. Each of the data was declined. We could analyze that average speed distributed depletion factor was declined rapidly by 66.3% in test area.

• Journal of Korean Society of Transportation
• /
• v.27 no.6
• /
• pp.69-77
• /
• 2009

The maximum and mean acceleration rates of vehicles estimated from the stopping conditions at signalized intersections provided an important clue to analyze traffic accident investigation when there was a dispute about legal liability such as first entering vehicle at the intersection, etc. This paper provided the maximum and mean acceleration rates of vehicles reflecting current traffic conditions in Korea through field studies. The mean acceleration rates of vehicles at stopline were measured up to 50m at the intervals of 5m. Results showed that the mean acceleration rate for bus was found to be $1.011^m/s^2{\sim}1.314^m/s^2$(0.1g~0.13g), and for passenger car was $1.548^m/s^2{\sim}1.818^m/s^2$(0.16g~0.19g). Statistical test results indicated that the observed differences from vehicle types and vehicle positions were statistically significant for the all ranges tested. It is expected that the accuracy of accident investigation practice will be improved by applying the acceleration rate values presented in this paper.

• The Journal of Korean Institute of Communications and Information Sciences
• /
• v.26 no.10B
• /
• pp.1470-1474
• /
• 2001

8B/10B 선로부호를 채택한 기가비트 이더넷 PCS 수신측에서는 동기부의 바이트 동기획득과 수신부의 디코딩을 위해 Running Disparity(RD) 에러인 데이터열을 검출해야 한다. 기존의 RD 에러 검출 방법은 직렬 입력 비트에서 RD 에러를 검출하였으나 제안하는 RD 에러 검출 방법은 125MHz 속도의 10비트 데이터열을 받아 4비트열과 6비트열로 나누어 바이트 클럭에 따라 RD를 계산하고 계산된 이전의 RD값과 현재의 RD값을 비교하며 RD 위반 에러 데이터를 검출한다. 이는 기존의 RD 에러 검출 방법이 비트 클럭과 니블 클럭에 따라 RD 에러를 검출하기 때문에 야기되는 초고속 처리에 대한 한계를 해결한 것이며 기가비트 이더넷에 적합한 새로운 RD 에러 검출 방법이다.

• Journal of the Korean Society for Railway
• /
• v.11 no.1
• /
• pp.75-80
• /
• 2008

Human factors still play a significant part in many railway accidents. It is well blown that SPAD (Signal Passed at Danger) remains as the single most cause of railway accidents. In this study a stochastic model is developed to quantify SPAD human reliability. This model provides closed-form mathematical expressions into which multiple factors affecting the reliability of man-machine systems can be incorporated. Two basic elements are combined to form the framework for modeling: random signal occurrence and transient human performance characteristics.

• Proceedings of the Korea Contents Association Conference
• /
• 2010.05a
• /
• pp.322-324
• /
• 2010

교통량이 적은 신호교차로에서는 신호에 의한 불필요한 지체가 발생하는 경우가 많다. 특히 지방부 신호교차로의 경우 불필요한 신호 대기로 인해 운전자가 신호위반을 하거나 불필요한 지체를 경험하게 된다. 이를 해결하기 위한 방안으로 비교적 교통량이 적은 신호교차로를 회전교차로로 운영하여 해결할 수 있다. 본 연구에서는 지방부에 설치된 신호교차로를 분석하고 이를 회전교차로로 개선하였을 경우 그 효과를 비교분석하였다. 분석 결과 지체감소 효과가 있었으며, 통행시간 및 평균속도의 증가를 가져오는 것을 확인하였다. 또한 안전성 측면에서 교차로 상충횟수도 감소하는 것을 확인하였다.

• Electronics and Telecommunications Trends
• /
• v.27 no.6
• /
• pp.134-143
• /
• 2012

지구과학 및 우주 탐사를 목적으로 지속적으로 발전해 온 라이다 센서 기술은 현재 항공기 및 위성에 탑재되어 정밀한 지구 지형 및 환경 관측을 위한 주요 수단으로 사용되고 있으며, 우주 정거장과 우주선의 도킹 시스템, 우주 탐사 로봇에 활용되고 있다. 지상에서는 원거리 거리 측정, 자동차 속도 위반 단속 등을 위한 간단한 형태의 라이다 센서를 비롯하여 최근에는 3차원 영상 복원을 위한 레이저 스캐너, 미래 무인자동차를 위한 3차원 영상 센서의 핵심 기술로 활용되면서 그 활용성과 중요성이 점차 증가되고 있다. 본고에서는 라이다 센서의 기본 원리 및 종류, 최근 영상 라이다 센서 기술동향, 응용 분야의 몇 가지 예를 요약하여 소개함으로써, 국내 기반 기술 및 상용화 개발이 취약한 라이다 센서에 대한 이해를 돕고자 한다.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.19 no.3
• /
• pp.1-13
• /
• 2020

When pedestrians cross a pedestrian crossing during a pedestrian signal, there is a problem that pedestrians are exposed to the danger of traffic accidents due to permissive-left turning and right-turning vehicles. In order to solve this problem, there is an increasing demand to improve the traffic signal system to increase pedestrian safety at the signal crossing. This study aims to examine the feasibility of introducing a leading pedestrian interval(LPI) to prevent conflict between unprotected left and right turn vehicles and pedestrians. In this study, the need for LPI was surveyed by experts and the general public. As a result of the survey, many opinions indicated that the introduction of LPI was necessary. In addition, after selecting the non-protected left and right turn pilot operation targets, LPI was installed on two signal intersections. After installation, the speed analysis of the arrival vehicle in the pedestrian crossing and the violation rate of the pedestrian signal were analyzed. As a result of analysis, when the walking signal was equalized, the speed of the arriving vehicle in the pedestrian crossing was reduced, and the violation rate of the walking signal was improved.