• Title/Summary/Keyword: Modern Roundabout

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Development and Evaluation of Smart Roundabout Using Connected Vehicle (Connected Vehicle을 이용한 Smart Roundabout의 개발과 평가)

  • Kim, Hoe Kyoung;Lee, Young Bin;Yoon, Chil Yong;Oh, Yun Pyo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.1
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    • pp.243-250
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    • 2014
  • Modern roundabouts referred to as relatively safer and more efficient traffic facility than the signalized intersections have been recently deployed and operated and accordingly more research efforts to improve its safety and efficiency have been made so far. This paper introduces a new traffic information system named as Smart Roundabout coupled with Connected Vehicle technique like Vehicle-to-Roadside communication, which has not been attempted before and evaluates its performance with a microscopic simulation model, VISSIM. The proposed system functions to collect driving information of circulating vehicles in the roundabout such as location, speed, critical headway, etc. and help approaching vehicles decide whether to enter the roundabout with an on-board equipment instrumented in the individual vehicle on the basis of calculated gap acceptance of interest. This new system is expected to secure more safety and increase the capacity of the modern roundabout.

A Study on the Efficiency of Multi-Legged Intersection Through Sensitivity Analysis (Based on the Four or Five Legged Intersection) (민감도 분석을 통한 다지교차로의 효용성 분석 연구 (4지.5지 교차로를 중심으로))

  • 박창수;김정위
    • Journal of Korean Society of Transportation
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    • v.20 no.5
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    • pp.217-230
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    • 2002
  • 본 연구는 민감도 분석을 통한 다지교차로의 효용성 분석 연구로 신호교차로, Roundabout, 그리고 Modern Roundabout의 특성을 고찰하고 교통류의 특성에 따른 민감도 분석을 통한 교차로 형태를 검토하는 것에 그 목적을 두고 있다. 이를 위해, 첫째, 신호교차로와 Roundabout의 특성과 사례를 고찰하였다. 둘째, 4지교차로와 5지교차로의 교통류 특성별로 교통량을 산정하여, TSIS Tool을 이용한 분석을 통해 교통류 특성별 신호 교차로와 Round about의 민감도를 비교하였다. 셋째, 민감도 비교를 통한 교통류 특성별 효율적인 교차로 형태를 도출하였다. 4지교차로의 경우, 첫째, 일반적으로 V/C비의 변화에 대해 V/C비가 0.7이하일 때는 Roundabout가 V/C비가 0.7을 초과할 때는 신호교차로가 효율적인 것으로 나타났다. 둘째, V/C비별 회전교통량의 변화와 회전교통량 변화별 V/C비 변화에서도 V/C비의 변화의 분석결과와 비슷한 양상을 보였다. 5지교차로의 경우, 첫째, 4지교차로와는 달리 전반적으로 신호교차로 보다는 Roundabout가 더 효율적인 교차로 형태로 나타났다. 둘째, V/C비별 회전교통량의 변화와 회전교통량 변화별 V/C비 변화에서는 V/C비가 0.8을 초과하고 우회전교통량비가 30%∼40%인 경우에 신호교차로가 조금 더 효율적인 것으로 나타났다.

Comparative Analysis on the Effectiveness of Modern Roundabouts and 4-legged Signalized Intersections (회전교차로와 4지 신호교차로 효과에 관한 비교분석)

  • Park, Byung-Ho;Kim, Tae-Young;Han, Sang-Wook;Yang, Jeong-Mo
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.8 no.2
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    • pp.27-35
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    • 2009
  • The roundabout was developed in the United Kingdom to rectify problems associated with these traffic circles. In 1966, the United Kingdom adopted a mandatory "give-way" rule at alt circular intersections, which required entering traffic to give way, or yield, to circulating traffic. However, the roundabout used in United States or Europe do not common use in Korea. The purposes of the study is to comparatively analyze the effectiveness of roundabout. In pursuing the above, this study designs the scenarios which can reflect the directional traffic volumes, and analyzes the average control delay of roundabout and 4-leg signalized intersection by SIDRA. The main study results are as follows. First, when the entering traffic volume are less than 2,000pcph, the single-lane roundabout is analyzed to be more effective than 4-leg signalized intersection. Second, when the entering traffic volume are less than 3,200pcph, the double-lane roundabout is evaluated to be more effective than 4-leg signalized intersection. Third, which is installed left and right turn lane at intersection, area for the roundabout is analyzed to be less than that for general intersection area.

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Proposing New Traffic Operation Method at the Large Intersection Under Consturction (공사에 따른 광장형 교차로의 교통운영방안)

  • Park, Yong-Jin;Kim, Jong-Sik
    • Journal of Korean Society of Transportation
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    • v.21 no.6
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    • pp.57-65
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    • 2003
  • Traffic congestion on the streets is the major concern of Metropolitan areas in Korea. Especially the signalized intersections are the main spots where traffic congestion is to be created. Currently the subway construction has been on the process in Taegu Metropolitan city. The subway stations are usually located at the intersections where a large number of vehicles and people are moving. During the constructional period, such an intersection creates profoundly a great deal of traffic congestion due to the open-cut constructional method. Under circumstance of the constructional method, the lane configurations should be changed frequently and the surface conditions make drivers uncomfortable. The propose of this study is to propose the improved method of traffic operation at the large circled intersection under the construction. The Signalized Modern Roundabout(SMR) is applied modifying from the modern roundabout. The geometric design and signal operation of SMR is developed in this study. To verify the operation of SMR the comparative study is conducted between the operation of the open-cut method and SMR method using the micro-simulation program, NETSIM. The result of simulation shows that the delay caused by the operation of SMR is not higher than that under the open-cut method. SMR makes also the constructional period shorten, makes the cost of construction lessened and makes drivers more comfortable as well than the method of open-cut. Therefore, the study concludes that the operation of SMR is more efficient, economic and safer method than that of open-cut method at the large circled intersection under construction.

An Analysis of Velocity Patterns and Improvement Effect after Application of Domestic Roundabout Design Guidelines (Focusing on Busan Metropolitan City) (국내 회전교차로 설계지침 적용에 따른 속도패턴과 개선효과 분석 - 부산광역시를 중심으로 -)

  • Lim, Chang-Sik;Choi, Yang-Won
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.305-316
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    • 2013
  • To find out if modern roundabout is still effective under drivers behavior and driving conditions in Busan Metropolitan City, the effects before and after introduction of roundabout were analyzed. According to analysis on velocity profile at roundabout, velocity deviation decreased, and average vehicle speed was close to design speed. As a result, it has been confirmed that most roundabouts were properly built. In terms of traffic operation, average vehicle speed improved by 87.2% when a traffic intersection was replaced by a roundabout. therefore, it has been found out that the introduction of roundabout has a positive effect on increasing vehicle speed by reducing traffic congestion. In addition, annual benefits expected from the replacement from a traffic intersection to a roundabout were KRW 872 million as follows; KRW 410 million in traffic communication, KRW 39 million in transportation safety, KRW 255 million in energy saving, KRW 95 million in reduction of air pollution and KRW 73 million in reduction of traffic signal installation cost. In other words, if 10% (193 spots) of all traffic intersections (1,926 spots in total) in Busan City are replaced by roundabouts, the municipal authority would be able to save about KRW 168.3 billion. According to analysis on the benefits expected from the installation of roundabouts compared to the investment cost for traffic intersections, about KRW 679 million could be saved per roundabout. Considering 10% of all traffic intersections in the City of Busan, about KRW 131 billion could be saved annually. The traffic accidents in roundabout usually occur because drivers aren't aware of right-of-way rules. Once the right-of-way rules settle, the number of traffic accidents would significantly decrease. In addition, it is urgent to promote education and campaign for drivers, pedestrians and bikers on the roundabout.

Determination of Passenger Car Equivalents When Estimating Capacity at Small 3-leg Roundabouts (소형 삼지 회전교차로의 용량분석을 위한 승용차 환산계수에 관한 연구)

  • Lee, Yong-Jae;Lee, In-Gyeong;Lee, Dong-Min
    • Journal of Korean Society of Transportation
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    • v.28 no.6
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    • pp.65-74
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    • 2010
  • This study aims at developing a method for estimating passenger car equivalency (PCE) values for various vehicle types that could be considered in estimating capacity and delay at intersections without traffic signals, especially at modern small 3-leg roundabouts. Unlike signalized intersections, the PCE value has not yet been treated explicitly in traffic operations involving unsignalized intersections. Both empirical and theoretical approaches for determining the PCE values at modern small 3-leg roundabouts were evaluated. As a result, the PCEs derived in this study were highly correlated with those of field measurements.