• Title/Summary/Keyword: 재차인원 조사

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An Occupancy based O/D Data Construction Methodology for Expressway Network (고속도로를 대상으로 한 재차인원별 O/D 구축방법론 연구)

  • Choi, Keechoo;Lee, Jungwoo;Yi, Yongju;Baek, Seungkirl
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.6D
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    • pp.569-575
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    • 2010
  • The occupancy based O/D is essential for measuring efficiency of various transportation policies like HOV/HOT lane, ramp metering, and public parking station. There has been many studies on occupancy survey methodology and O/D estimation using TCS (Toll Collection System) data separately. The occupancy O/D estimation methodology using TCS data has not been attempted thus far. An overall process from data collection stage to the occupancy O/D estimation stage has been suggested. Field survey was performed at the northbound Seoul toll station of Gyeongbu Expressway by each 2 hours of AM peak, PM non-peak, PM peak, midnight periods on a day. The process of matching the TCS data and field survey data classified by tollbooth ID, car type/mode, and arrival time was also performed. One typical output of the results showed that the ratio of single occupancy vehicles bounding for Seoul during the AM peak amounted to 60%. With the key output of this study and the specific O/D estimation methodology suggested, the whole centroid-to-centroid occupancy O/D of the country could be available, and then various applications in which the occupancy information is required could be possible.

Modifying Vehicle Classification Categories for Enhancing Utilization of Traffic Volume by Vehicle types (도로교통량 조사를 위한 차종분류기준의 개선에 관한 연구)

  • 손영태;도명식;윤여환
    • Journal of Korean Society of Transportation
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    • v.19 no.3
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    • pp.153-165
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    • 2001
  • 본 연구에서는 기존의 차종분류기준을 검토하고 현재 건설교통부의 교통량조사를 위한 차종분류기준을 중심으로 문제점을 파악하여 이를 해결할 수 있는 개선된 차종분류기준을 제시하였다 제시된 차종분류기준은 차종별로 조사된 교통량의 이용목적에 맞도록 현행 차종분류기준의 문제점을 개선하는 방향으로 구성하였다. 제시된 차종분류기준은 승용차, 버스, 화물차로 구분되며 화물차는 트럭, 세미트레일러, 트럭트레일러로 구분되어, 차량의 제원과 재차인원 및 적재중량을 고려해 도로포장과 교통류 해석에 이용되도록 14종으로 제시하였다 제 시된 차종분류기준은 차종별 교통량의 이용목적에 맞도록 재구성되어 활용될 수 있으며 따라서 도로교통량 통계연보의 활용도를 제고하게 될 것이다.

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A Study on the Estimation Method of Operational Delay Cost in Bus Accidents using Transportation Card Data (교통카드자료를 이용한 버스 사고 시 운행지연비용 산정 방법론에 관한 연구)

  • Seo, Ji-Hyeon;Lee, Sang-Soo;Nam, Doohee
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.17 no.5
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    • pp.29-38
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    • 2018
  • This study aims to propose a method for the estimation of operational delay cost using transportation card data in bus accidents. Average operational delay time from bus accidents was surveyed among 12 bus companies through an interview method. Then, the operational delay cost was estimated using actual traffic accident data and transportation card data. Results showed that average loss time per bus accident was found to be 45 minutes. In addition, total occupancy of 659 was estimated for the accidents investigated using transportation card data, resulting a total loss time of 494.25 hours. An estimated operational delay cost was 186.9 thousand won per accident, which was 6.37% of social agency cost. The magnitude of this number implied that operational delay cost may have a significant impact on traffic accident cost if included.

A Statistical Study on Doorway Flow-time for Designing Doors of Ui LRT (우이-신설 경전철 출입문 설계를 위한 승하차시간 분석 연구)

  • Oh, Suk-Mun;Jang, Hyeon-Mog;Shin, Han-Chul
    • Journal of the Korean Society for Railway
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    • v.16 no.2
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    • pp.144-150
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    • 2013
  • This paper presents an analysis of door design for the Ui LRT based on experiments to predict doorway flow-time and their analyses results. A similar railway vehicle (from Gimhae LRT) and operational conditions are utilized to assess the doorway flow-time through repetitive experiments. Design of the experiments consists of four scenarios, and the experiments are repeated 39 times in total. We use the results of the experiments to verify the design of doors of Ui LRT (e.g. the required number of doors and their width). Various statistical analyses are carried out for the flow-time with respect to the number of boarding/alighting passengers. We make three category levels of boarding/alighting passengers, and analyze the mean and variance for each category, and then carry out One-Way ANOVA to analyze how the number of boarding/alighting and onboard passengers impact flow-time. The results of this paper can be used for making decisions about doors of the LRT vehicle.

Calculation of Travel Time Values in Seoul Metropolitan Area Considering Unique Travel Patterns (수도권 통행 특성을 고려한 통행시간가치 산정 연구)

  • KIM, Kyung Hyun;LEE, Jang-Ho;YUN, Ilsoo
    • Journal of Korean Society of Transportation
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    • v.35 no.6
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    • pp.481-498
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    • 2017
  • Travel time reduction benefit is the most important benefit item in the feasibility study of transportation infrastructure investment projects and calculated by using the value of travel time. The current feasibility study guideline (5th edition) calculate the value of non-business ravel time in a metropolitan area, using the ratio of the value of non-business travel time to business travel time calculated based on the nationwide inter-regional traffic survey data of 1999. The characteristics of metropolitan trips are different from those of nationwide regional trips. Metropolitan trips have frequent transfers between multiple public transits and long-time commuter trips. Therefore, this research aims to calculate the value of travel time reflecting traffic characteristics in a metropolitan area by improving the limitation of current calculation methods. To reflect these characteristics, this research extracts commuter trips from non-business trips and calculates the value of travel time for commuter trips. The results of the likelihood ratio test for the commuter trip model and the non-business trip model are found to be statistically significant. An integrated public transportation model was also estimated in this study to reflect the trip conditions of the Seoul metropolitan area integrated fare system. The results of comparing coefficients between bus and subway in the integrated public transit model indicated that there were no statistically significant differences between the two modes.