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An Analysis of Diversion Rate by The types of Display and The levels of Delay on VMS (Variable Message Sign)

가변안내표지판 메시지 표출형식 및 지체수준 별 운전자 우회율 분석 연구

  • 유수인 (한국항공대학교) ;
  • 김병종 (한국항공대학교 항공교통물류우주법학부) ;
  • 김원규 (한국항공대학교 항공교통물류우주법학부)
  • Received : 2013.10.22
  • Accepted : 2013.12.20
  • Published : 2013.12.31

Abstract

The main purpose of this study is to analyze the diversion rate by the levels of delay and the types of display. For this study, we developed the logit model by analyzing the result of SP survey of drivers who have driver's licence after manipulating a virtual driving simulator. The result of analysis was that the types of display was not statistically significant to the diversion rate. On the other hand, the levels of delay was very meaningful factor with the diversion rate. When the main road was flowing smoothly, drivers started to detour at the levels of delay 125% under the traffic free flow state. Similarly, when the levels of delay got worse, the diversion rate kept the same percentage as it was at the levels of delay 125% state which represented a smooth road condition. Likewise, when the main road's traffic flow was slow, drivers appeared to make detours at the same state of the levels of delay 125%. It was found that as the levels of delay got worse, the diversion rose higher than the diversion rate at the condition of slow traffic flow situation with the levels of delay 125%. The result of this study suggests the criterion of drivers detour point. For the conclusion, the result of study would be a reasonable reference for establishing transportation strategies by reflecting drivers' detouring property and would improve the efficiency of traffic flow.

본 연구는 가변안내표지판(VMS, Variable Message Sign)의 표출방식과 제공되는 정보의 지체수준에 따른 운전자 우회율을 분석하는 것이 주요 목적이다. 이를 위하여 20대 이상의 운전면허소지자를 대상으로 차량시뮬레이터를 이용한 가상주행 실험 후 SP 조사를 실시하였고, 조사결과에 대하여 로짓모형을 구축하였다. 분석결과 문자식과 도형식 간 표출형식에 따른 운전자 우회에는 차이가 없었다. 또한 우회도로가 원활상태 일 경우, 주도로의 지체수준 125% 시점에서 우회하기 시작하였고, 지체수준이 증가함에 따라 우회율은 근소하게 증가하는 것으로 나타났다. 우회도로가 지체상태 일 경우, 주도로의 지체수준 125% 시점에서 우회하기 시작하였고, 지체수준이 증가함에 따라 우회율은 지속적으로 증가하는 것으로 나타났다. 본 연구의 결과는 운전자의 우회시점에 대한 기준점을 제시하고 있으며, 향후 교통성능향상을 위한 교통정보제공 전략 수립 시 이를 반영한 교통정보제공전략이 검토 적용 되어야 할 것이다.

Keywords

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