• Title/Summary/Keyword: Stop location

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

  • Kim, In Su;Yang, Choong Heon
    • International Journal of Highway Engineering
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    • v.16 no.1
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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.

A Study on the Optimum Design Parameters for Robot Teach Pendant (로보트 안전사고 방지를 위한 비상 정지 스위치의 설계지침에 관한 연구)

  • Park, Se-Jin;Lee, Nahm-Sik;Kim, Chul-Jung
    • Journal of Korean Institute of Industrial Engineers
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    • v.16 no.2
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    • pp.99-107
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    • 1990
  • Many accidents related to robot operation occur during the robot teaching process. This paper deals with recommendations for the teach pendant design parameters to enhance safety and performances in human-robot interactions. In order to investigate the optimum location and the size of the emergency stop button on the teach pendant, an experiment was conducted with a simulated teach pendant which can accomodate four different locations and three sizes of the button. Under a simulated emergency condition, the reach time to the emergency stop button was measured at random combination of the location and the size of button. The reach time was significantly affected by the location and the size of the emergency stop button. The fastest average reach time was attained with 1.5 inch-diameter button on the upper center of the teach pendant.

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

  • Jung, Kwang-Bok;Kim, Jin-Tae;Lee, Yong-Taek;Lee, Don-Joo
    • International Journal of Highway Engineering
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    • v.9 no.1 s.31
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    • pp.29-38
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    • 2007
  • The Korea National Police Agency launched a campaign to encourage drivers in stop line observance and to discourage stop line violation by intensively imposing fines. It was to increase stop line observance of drivers and thus traffic safety. According to statistics, the stop line observance rate was increased over 80 % of drivers during the campaign but regressed to the past after the campaign. This paper delivers the effect of the location of traffic signal lights on driver's stop line observance and develops a guideline to improve highway traffic environment in long terms. Statistical tests conducted based on field data showed that the drivers' stop line observance increases when traffic signal lights are closely installed from a stop line. It was proposed from the study that traffic signal lights be installed $10{\sim}20m$ from a stop line.

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Determination of the Optimal Bus-stop Location and Headway of Bus Rapid Transit Using Bus-stop-based O-D Data (급행버스 노선의 정류장 위치 및 배차간격 결정에 관한 연구 (노선별 정류장간 O-D 자료를 활용하여))

  • Cho, Hye-Jin;Lee, Young-In
    • Journal of Korean Society of Transportation
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    • v.23 no.7 s.85
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    • pp.63-74
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    • 2005
  • When we introduce the BRT systems, it is very important to decide the operating factors, such as bus-stop locations or headway. If the factors are inappropriate, unessential expenses for the operator and users of the bus line may be caused, and it leads increase of social total cost. So, it is necessary that we consider users' origin and destination of each bus line when we set location of bus-stops and the optimal headway. Meanwhile, Smart Card System was introduced of fare collection for the Public Transportation Reform in Seoul last year. This new card system makes it possible to store up the information about bus operating and passenger's trip link. With these substantial information. we can estimate bus-stop-based O-D table. So, in this thesis, it was studied a systematic methodology to find the optimal location and headway for skip-stop bus system (as a type of first step for BRT). The proposed methodology in this thesis is expected to be useful to effect analysis or setting operating factors for skip-stop bus system in each bus line.

A Design and Implementation of Bus Information Notification Application

  • Kang, A-Yeon;Lee, Tae-Hyeon;Lee, Na-Kyung;Lee, Won-Joo
    • Journal of the Korea Society of Computer and Information
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    • v.26 no.6
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    • pp.81-88
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    • 2021
  • In this paper, we design and implement a bus information notification application based on the GPS sensor of a smartphone. This application provides the ability to check bus stops within a radius of 200m based on the current user's location using the smartphone's GPS sensor, Google Map, and open API. In addition, if you click the marker of the desired stop, you can see the name of the stop, and click the view arrival information button to check the detailed bus arrival information of the stop. In addition, it provides a function to check the location information of pharmacies, nonghyups, and post offices that sell public masks, the names of public mask stores, and mask inventory through the public mask store button. Each icon was used differently to make visual differences in order to easily indicate the difference between the times of public mask sales and bus stops. In addition, if you want to know the information of other bus stops and the route of the desired bus, not around the user's location, click the bus stop search button. Finally, after storing the destination stop or location, it implements a function that provides an alarm when it approaches the location.

A Guideline for the Location of Bus Stop Type considering the Interval Distance of Bus Stops and Crosswalks at Mid-Block (Mid-Block상의 버스정류장과 횡단보도 이격거리를 고려한 버스정류장 배치형태 기준 연구)

  • Lee, Su-Beom;Gang, Tae-Uk;Gang, Dong-Su;Kim, Jang-Uk
    • Journal of Korean Society of Transportation
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    • v.28 no.2
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    • pp.123-133
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    • 2010
  • The national standards for the installation of pedestrian crosswalks prohibits installation of crosswalks within 200 meters of nearby overpasses, underpasses, or crosswalks. In case the exceptional installation is required, the feasibility study is to be thoroughly conducted by the local police agency. However, it is an undeniable fact that the specific installation standards for optimal types and locations of crosswalks are not yet to be established. This paper examines the development of traffic accident prediction model applicable to different types and locations of bus stops(type A and type B) at mid-block intersections. Furthermore, it develops the poisson regression model which sets the "number of traffic accidents" and "traffic accident severity" as dependent variables, while using "traffic volumes", "pedestrian traffic volumes" and "the distance between crosswalks and bus stops" as independent variables. According to the traffic accident prediction model applicable to the type A bus stop location, the traffic accident severity increases relative to the number of traffic volumes, the number of pedestrian traffic volumes, and the distance between crosswalks and bus stops. In case of the type B bus stop model, the further the bus stop is from crosswalks, the number of traffic accidents decreases while it increases when traffic volumes and pedestrian traffic volumes increase. Therefore, it is reasonable to state that the bus stop design which minimizes the traffic accidents is the type C design, which is the one in combination of type A and type B, and the optimal distance is found to be 65 meters. In case of the type A design and the type B design, the optimal distances are found to be within range 60~70meters.

A Study on the Loop Detector System for Real-Time Traffic Adaptive Signal Control (실시간 교통신호제어를 위한 루프 검지기 체계 연구)

  • 이승환;이철기
    • Journal of Korean Society of Transportation
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    • v.14 no.2
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    • pp.59-88
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    • 1996
  • This study has determined optimal type, and location of loop detector to measure accurately traffic condition influenced by traffic variation with real time. Optimal type of loop detector for through vehicle at stop bar was determined by confidences of occupancy period, and nonoccupancy period, and so appropriate detector type for application to real time traffic control system has been decided on special loop detector.

    shows types and winding methods of existing detector (num1) and special detector (num 7,8) determined. It is desired that optimal location of through loop detector should be installed within 50cm of stop bar owing to vehicle behavior. And optimal location of loop detector for left turn vehicle is determined by left turn vehicle behavior on stop bar. In the case of install only one loop, it is desirable that within 20cm of stop bar. Both the special loop (1.8 × 4.0m : num 1.7) and existing loop (1.8 × 1.8m : num1) would be suitable. A location standard aspects, while regarding as economic, existing loop (1.8 × 1.8m : num1) would be suitable. A location of the queue detector and the spillback prevention detector considering the link length, the pedestran crossing is be or not and the estimation range of queue. And if the link length is shorter than 250m, locations of queue detector and spillback protect detector must be considered in the respect of queue management.

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Design of Drop Islands to Accommodate the Left Turn Trajectory and Stop Bar (좌회전 궤적과 정지선 위치를 고려한 물방울 교통섬 설계 방법)

  • Kim, Dong Nyong;Kim, Byung Jung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.2D
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    • pp.217-225
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    • 2009
  • The study on the left turning trajectory has not done many times in Korea. Because of this, there are a lot of intersections built without considering on turning trajectory of vehicles, in Korea, and we can see many conflicts, reduced capacity of turn, especially at small intersections. Even if left turn trajectory is designed well, it is not easy to mark exactly on the pavement according to the turn trajectory. This study suggests "drop Islands" which can be seen in Europe, and is introduced in Korea recently, to solve the problems of conflicts and reduced capacity of turning. It suggests a table of location of the stop line so that the engineers who design the intersection design appropriate left turn trajectory and marking of the stop line and turn trajectory is done more exactly. To evaluate the effect of "drop island", two intersections with and without drop island were compared on the turnning radii and location of stop line. Construction of "drop island" can increase the capacity of intersection and safety without additional land and construction expenses.

Finding Stop Position of Taxis using IoV data and road segment algorithm (IoV 데이터와 도로 분할 알고리즘을 이용한 택시 정차위치 파악)

  • Lim, Dong-jin;Onueam, Athita;Jung, Han-min
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2018.10a
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    • pp.590-592
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    • 2018
  • Taxis that are illegally parked on the road to catch customer can cause traffic congestion and sometimes cause traffic accidents. Stop position of taxis is determined by the long term experience of taxi drivers. In this study, We provide information to taxi drivers and customer who visit in first time through finding stop position of taxis by time. To do this, we used the Internet of Vehicle (IoV) data collected from sensors installed in 40 taxis. Previous studies attempted by forming a cluster around a taxi. Since this method is centered on a taxi, the position of the cluster changes depending on the location of the taxi. In this study, we use a road segmentation algorithm to solve these problems. Unlike the previous studies, since the cluster is formed around the road, the position of the cluster is fixed and it is not affected by the number of taxis, so it is possible to grasp the stop position in real time. The road segmentation is made up of 30m units, and map the taxi location data divided into hourly, weekday, and weekend to the nearest point. As a result of the mapping, it was difficult to see a big difference in the time of week because there were few taxis to operate on weekends, but in case of weekdays, the difference of stop position between the commute time zone and the night time zone was confirmed. The results of this study suggest that it will be possible to propose the prevention of taxi illegally driving taxi and the location of the taxi stand.

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Investigation of Particle Generation in a Hard Disk Drive During the Start/Stop Period (구동 및 정지시 하드 디스크 드라이브 내 입자 발생 특성에 관한 실험적 연구)

  • Park, Hee-Sung;Yoo, Yong-cheol;Bae, Gwi-Nam;Hwang, Jung-Ho
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.23 no.6
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    • pp.744-752
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    • 1999
  • Particle contamination in a hard disk drive has been recognized as an important issue because particles can significantly affect the reliability of the drive. In this study, characteristics of the particle generation in a hard disk drive during the start/stop period were investigated. The number of particles generated in the drive was measured at 5 locations by using condensation nucleus counters(CNC) with sampling probes. It was found that most of particles were generated whenever the drive started or stopped. The number of particles detected by the condensation nucleus counter depended on sampling parameters including sampling location, shape of sampling probe, and sampling velocity.