• 제목/요약/키워드: Stop Line

검색결과 289건 처리시간 0.022초

블럽칼라링 기반의 횡단보도와 정지선 검출 (Stop-Line and Crosswalk Detection Based on Blob-Coloring)

  • 이준웅
    • 제어로봇시스템학회논문지
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    • 제17권8호
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    • pp.799-806
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    • 2011
  • This paper proposes an algorithm to detect the stop line and crosswalk on the road surface using edge information and blob coloring. The detection has been considered as an important area of autonomous vehicle technologies. The proposed algorithm is composed of three phases: 1) hypothesis generation of stop lines, 2) hypothesis generation of crosswalks, and 3) hypothesis verification of stop lines. The last two phases are not performed if the first phase does not provide a hypothesis of a stop line. The last one is carried out by the combination of both hypotheses of stop lines and crosswalks, and determines the stop lines among stop line hypotheses. The proposed algorithm is proven to be effective through experiments with various images captured on the roads.

교통시뮬레이션 모형을 이용한 램프미터링 정지선 설정에 따른 효과분석 (The Effectiveness Analysis on Set of Ramp Metering STOP-line Using Traffic Simulation Model)

  • 김인수;양충헌
    • 한국도로학회논문집
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    • 제16권1호
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    • pp.111-118
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    • 2014
  • PURPOSES : This study performs fundamental research on ramp-metering design criteria. METHODS : We carefully review previous studies in terms of ramp-metering design criteria and then consider applicability in Korea. For this, traffic simulation model is employed to analyze actual effect according to specific location of stop-line when implementing ramp-metering. RESULTS : When a stop-line moving forward with a 50m interval, travel speed at mainline relative to current stop-line location tends to decrease. However, traveling speed at approach roads increase about 5~18% under the same condition. When a stop-line location moving backward with a 50m interval, mainline travel speed increase approximately 17~32% whereas traveling speed at approach roads decrease. All cases are compared with the current stop-line location. CONCLUSIONS : We believe that both cases are useful with respect to freeway management. For example, moving forward a stop-line case can be used management for queuing area at ramp section and approach roads. Moving backward a stop-line case can be used for traffic control, focusing on mainline of freeways.

신호기위치와 정지선 준수율과의 관계 연구 (The Study on the Correlation between Traffic Signal Location and Stop Line Observance)

  • 정광복;김진태;이용택;이돈주
    • 한국도로학회논문집
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    • 제9권1호
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    • pp.29-38
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    • 2007
  • 경찰은 2005년 정지선 준수율 향상을 위하여 '정지선 지키기 생활화 운동'과 함께 정지선위반 단속을 수행하였다. 단속기간 동안 정지선 준수율이 향상되었으나, 단속기간 이후 정지선 준수율은 단속 이전 수준으로 회귀되어 캠페인 및 단속을 통한 정지선 준수율 향상 노력의 장기적인 실효성 문제가 지적되었다. 교통안전시설물(신호기) 설치위치 조정 등의 교통환경 개선을 통해 장기적이며 근본적인 정지선 준수율 향상 필요성이 공론화 되고 있으나 해당분야의 기초 연구가 부재하다. 본 연구는 신호기 설치위치에 따른 차량의 정지선 준수율 변화 여부를 분석 및 제시한다. 현장자료를 토대로 수행한 통계분석 결과 신호기 위치에 따라 정지선 준수율이 변화하며, 정지선으로부터 신호기까지의 거리가 $10{\sim}20m$일 경우 정지선 준수율이 높아지는 것으로 분석되었다. '교통신호기설치관리매뉴얼'에서 허용하는 신호기 설치위치 범위에 포함되는 정지선 하류 $10{\sim}20m$의 위치를 신호기 적정 설치위치로 제안한다.

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AVM 정지선인지기반 도심환경 종방향 측위보정 알고리즘 (AVM Stop-line Detection based Longitudinal Position Correction Algorithm for Automated Driving on Urban Roads)

  • 김종호;이현성;유진수;이경수
    • 자동차안전학회지
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    • 제12권2호
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    • pp.33-39
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    • 2020
  • This paper presents an Around View Monitoring (AVM) stop-line detection based longitudinal position correction algorithm for automated driving on urban roads. Poor positioning accuracy of low-cost GPS has many problems for precise path tracking. Therefore, this study aims to improve the longitudinal positioning accuracy of low-cost GPS. The algorithm has three main processes. The first process is a stop-line detection. In this process, the stop-line is detected using Hough Transform from the AVM camera. The second process is a map matching. In the map matching process, to find the corrected vehicle position, the detected line is matched to the stop-line of the HD map using the Iterative Closest Point (ICP) method. Third, longitudinal position of low-cost GPS is updated using a corrected vehicle position with Kalman Filter. The proposed algorithm is implemented in the Robot Operating System (ROS) environment and verified on the actual urban road driving data. Compared to low-cost GPS only, Test results show the longitudinal localization performance was improved.

교차로 좌회전 궤적에 따른 정지선 위치에 관한 연구 (Position of Stop Line according to the Left Turn Trajectory at Intersection)

  • 김기용;김동녕
    • 대한교통학회지
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    • 제18권3호
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    • pp.29-39
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    • 2000
  • 본 논문은 교차로 좌회전 궤적에 따른 정지선의 위치결정에 관한 연구로서 현행 교차로를 설계하는데 있어 좌회전 차량의 운행특성을 고려하지 못하는 불합리한 점을 지적하고, 좌회전 궤적을 고려한 차량정지선의 위치를 결정하는 기준을 제시하는데 그 목적이 있다. 면적이 한정되어 있는 교차로상에서 좌회전궤적을 고려하여 이를 수용하려면 정지선의 형태가 일자형이 아닌 계단형의 모양을 보이게 되는데, 이때 후퇴하게 되는 정지선의 길이를 산정함에 있어 차종을 3가지로 분류하였고 그에 따른 설치곡선반경을 12m, 15m, 23m로 제시하였다. 그리고 교차로 연석선상을 기준으로 개별 차로의 폭 차로수의 조합을 고려하였다. 따라서 본 논문은 후퇴되는 차량정지선의 길이뿐 아니라 곡선반경의 설치방법을 제시함으로서 설계된 곡선반경을 노면상에 표시하는데 도움이 될 것이다. 좌회전 궤적의 영향에 대한 연구는 교통류율과 안전성에 관계되는 것으로 불합리하게 설계된 좌회전 이동류에 대한 곡선반경은 좌회전 용량감소의 원인으로 작용할 뿐만 아니라 운전자로 하여금 죄회전시에 불안정함을 느리게 하여 인근차로를 침범하게 되는 상충발생을 증가시키게 된다.

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교차로 방향별 차선공동이용 연구

  • 김동녕
    • 대한교통학회지
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    • 제6권2호
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    • pp.49-56
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    • 1988
  • Alternate use of lane at a signalized intersection is a quite different control of the operation of an intersection. This control introduces a new stop line and signal before the original stop line. All of the lanes between the two stop lines are used for left turn traffic or through traffic at a time. The purpose of the control is increasing the capacity of a n intersection without widening the approach width. this paper contains a study on the condition of a application, the proper distances between the two stop lines, the reasonable offsets(rear) to guarantee clearing the vehicles of previous phase, the comparison of approach capacity between the existing control and this control. The study results reveals that the offsets(rear) are rather stable showing the range(maximum value minus minimum value) of it's value does not exceed 3.6 seconds according to the field data. The approach capacity will be increased by 27%, 43%, 59%, 84% when the distances between the stop lines are 30.0m respectively. The control might have theoretical limitation to operate in practice. So an experimental application of the control at some suitable intersections prior to expanding it.

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CRLH 전송선을 이용한 소형 이중 대역 대역저지 여파기 (A Compact Arbitrary Dual-Band Band-stop Filter Using Composite Right/Left-Handed Transmission Lines)

  • 정승백;양승인
    • 대한전자공학회논문지TC
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    • 제47권5호
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    • pp.69-74
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    • 2010
  • 본 논문에서는 CRLH 전송선을 이용하여 임의의 주파수 두 곳에서 저지 특성을 갖는 소형 이중대역 저지대역 여파기를 제안한다. 제안된 여파기는 CRLH 전송선을 단락된 병렬 스터브로 사용하였으며 CRLH 전송선의 비선형적인 위상응답을 이용하여 이중대역 저지 특성을 구현하였다. CRLH 전송선은 마이크로 스트립과 집중소자를 이용하여 구현되었다. 이 여파기는 작은 크기이며 저지되는 두 개의 주파수를 임의로 조정할 수 있다. 본 논문에서는 GPS대역과 ISM 대역을 저지하는 여파기를 설계하였으며 GPS대역에서는 -30dB, ISM대역에서는 약 -29dB 의 저지 특성을 확인하였다. 제작된 여파기의 크기는 10mm*15mm로 소형이다.

Understanding Driver Compliance Behaviour at Signalised Intersection for Developing Conceptual Model of Driving Simulation

  • Aznoora Osman;Nadia Abdul Wahab;Haryati Ahmad Fauzi
    • International Journal of Computer Science & Network Security
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    • 제24권3호
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    • pp.142-150
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    • 2024
  • A conceptual model represents an understanding of a system that is going to be developed, which in this research, a driving simulation software to study driver behavior at signalised intersections. Therefore, video observation was conducted to study driver compliance behaviour within the dilemma zone at signalised intersection, with regards to driver's distance from the stop line during yellow light interval. The video was analysed using Thematic Analysis and the data extracted from it was analysed using Chi-Square Independent Test. The Thematic Analysis revealed two major themes which were traffic situation and driver compliance behaviour. Traffic situation is defined as traffic surrounding the driver, such as no car in front and behind, car in front, and car behind. Meanwhile, the Chi-Square Test result indicates that within the dilemma zone, there was a significant relationship between driver compliance behaviour and driver's distance from the stop line during yellow light interval. The closer the drivers were to the stop line, the more likely they were going to comply. In contrast, drivers showed higher non-compliant behavior when further away from stop line. This finding could help in the development of conceptual model of driving simulation with purpose in studying driver behavior.

광대역 고조파 제거를 위한 고온초전도 저역통과필터의 제작 (Fabrication of high-temperature superconducting low-pass filter for broad-band harmonic rejection)

  • 한석길;강광용;안달;서준석;최춘근;김상현;곽민환
    • 한국초전도학회:학술대회논문집
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    • 한국초전도학회 2000년도 High Temperature Superconductivity Vol.X
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    • pp.193-196
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    • 2000
  • A new type low-pass filter design method based on a coupled line and transmission line theory is proposed to suppress harmonics by attenuation poles in the stop band. The design formula are derived using the equivalent circuit of a coupled transmission line. The new low-pass filter structure is shown to have attractive properties such as compact size, wide stop band range and low insertion loss. The seventh-order low-pass filter designed by present method has a cutoff frequency of 0.9 CHz with a 0.01 dB ripple level. The coupled line type low-pass filter with strip line configuration was fabricated by using a high-temperature superconducting (HTS : YBa$_2$Cu$_3$O$_{7-{\delta}}$ thin film on MgO(100) substrate. Since the HTS coupled tine type low-pass filter was proposed with five attenuation poles in stop band such as 1.8, 2.5, 4, 5.5, 6.2 GHz. The fabricated low-pass filter has improved the attenuation characteristics up to seven times of the cutoff frequency.

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광역철도의 SKIP-STOP 운영에서 최적 열차패턴 및 차량소요 산정을 위한 정량분석 연구 (A Study on the Quantitative Analysis to Determine the Optimal Train Service Patterns and Train-Sets Necessary under SKIP-STOP Operations in the Metro Railway)

  • 오석문;홍순흠;김형진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 춘계학술대회 논문집
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    • pp.135-141
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    • 2002
  • Recently, in the metro railways, researches on the skip-stop operation and development of the double deck train-set are active, which is to improve the service quality through reducing the passenger travel time and suppling seating service. Constructing new line or reforming the existent line needs huge amount of budget. Therefore, previous to start these large scale projects, scrutiny on benefit improvement, cost reduction and those optimal trade-off is indispensable. In this paper, a quantitative analysis to determine the optimal train service patterns and train-sets necessary is proposed, under the skip-stop operation condition in the metro railways. The analysis models are formulated in mathematical programming model, and tested validity using the LINGO 7.0.

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