• Title/Summary/Keyword: 첨두시간대

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도시지역 고정식 신호체계의 효율적 운영 ( The Efficient Operations of the Pretimed Signal System ( PSS ) in Urban Area )

  • Kim, T.G.
    • Journal of Korean Port Research
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    • v.10 no.2
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    • pp.91-101
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    • 1996
  • Today transportation problems are severer with the increase of the vehicles and travel demand in urban areas, but could not be completely solved with only the expansion of the new transportation facilities. Because the expansion of the new transportation facilities are limited in urban areas. As one of the Transportation System Management(TSM) techniques in this study, the simulation results of the existing signal systems which were operated based upon the peak time periods for increasing the efficiency on the pretimed signalized intersections(PSI) during the different time periods : the AM on-Peak, the AM off-Peak, the PM off-Peak, and the PM on-Peak, were as follows : i) There was no distinct difference in the total traffic volumes concentrated on the signalized intersections during the different time periods, but a considerably big difference in the directional traffic volumes for those time periods. ii) There were about 53% reduction of the average delay and 51% reduction of the fuel consumption when applying the different signal systems to the different time periods regardless of the CBD and Non-CBD. iii) There were about 36% increase of the average delay and 33% increase of the fuel consumption when applying the same signal systems during the peak time periods to the different time periods regardless of the CBD and Non-CBD. Based on the above results, it was concluded that constructing the different signal systems for the different time periods would be better than construction the same ones for those periods on the pretimed signalized intersections in urban areas.

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Analysis on the Marine Traffic Flow Characteristics for Gamcheon Harbor (감천항 해역에 대한 해상교통특성 분석)

  • Kim Jun-Hoon;Gug Seung-Gi
    • Journal of Navigation and Port Research
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    • v.30 no.5 s.111
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    • pp.397-404
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    • 2006
  • Gamcheon harbor was developed as a multipurpose port to mix processing functions of exclusive piers for bulk cargo such as marine products, domestic cargoes. Since the container terminal was opened in 1997, maximum $40,000\sim50,000$ DWT containership have been incoming and outgoing. However, bemuse the breakwater entrance in Gamcheon harbor is narrow and the crossed vessels are ever-present at breakwater front, marine accident danger is high that grasping traffic characteristics is required in reply. Therefore marine traffic characteristics were analyzed for Gamcheon harbor and Gamcheon approaching waters, included the track and traffic volumes of peak hours period in inbound/outbound and front sea area of the harbor in present.

Analysis on the Marine Traffic Flow Characteristics for Gamcheon Harbor (감천항 입.출항에 관한 해상교통특성 분석)

  • Kim Jun-Hoon;Gug Seung-Gi
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2006.06b
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    • pp.137-146
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    • 2006
  • Gamcheon Harbor was developed as a multipurpose port to mix processing functions of exclusive piers for bulk cargo such as marine products. domestic cargo. Since the container terminal was opened in 1997. maximum $40,000{\sim}50,000$ DWT containership have been incoming and outgoing. However, because [he breakwater entrance in Gamcheon Harbor is narrow and the crossed passing of ship is ever-present at breakwater front, marine accident danger is high that grasping traffic characteristics is required in reply. Therefore marine traffic characteristics were analyzed for Gamcheon Harbor, included the track and traffic volumes of peak hours period in inbound/outbound and front sea area of the harbor in present.

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Comparative Analysis on Peak and non-peak hours Traffic Accident using Logistic Regression Analysis (로지스틱 회귀분석을 이용한 첨두·비첨두시간 사고유형 비교분석 연구)

  • Yoon, Byoung-Jo;Ko, Eun-Hyeck;Yang, Sung-Ryong
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2016.11a
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    • pp.263-264
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    • 2016
  • 본 연구는 첨두 비첨두시간에 발생되는 교통사고의 주요 요인들을 발견하고 비교하여 각 시간대의 사고특성을 제시하고자 한다. 이에 로지스틱 회귀분석을 통해 분석한 결과 흐린 날씨의 경우 첨두시간에 발생되는 사망사고 위험도가 비첨두시간의 경우보다 더 높게 나타났고, 비첨두시간 사망사고 위험도의 경우 안개가 낀 날 증가하고 맑은 날 감소하는 모습이 나타났다. 과속의 경우 비첨두시간이 첨두시간의 경우 보다 크게 나타났고, 횡단 중인 보행자와 발생되는 사고에 대해서는 첨두시간의 사망위험도가 상대적으로 높은 것으로 나타났다. 차량단독 사고의 경우 공작물과 충돌로 인한 사망위험도는 첨두시간이 높은 것으로 나타났고, 도로 이탈로 인한 사망위험도는 비첨두시간이 높은 것으로 나타났다.

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A Study on the Cause of Death Accident on Peak and Non-Peak Hours in Highway using Logistic Regression Analysis (로지스틱 회귀분석을 이용한 첨두·비첨두시간대 고속도로 노선별 사망사고 원인 분석에 관한 연구)

  • Yoon, Byoung-Jo;Baek, Jun-Hyouk;Jung, So-Yeon
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2017.11a
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    • pp.207-208
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    • 2017
  • 본 연구는 전국 고속도로별 첨두 비첨두 시간에 발생되는 교통사고 중 사망사고의 주요 요인들을 발견하고 분석하여 각 노선별 사고 특성을 제시하고자 한다. 이에 로지스틱 회귀분석을 통해 분석한 결과 남해선의 경우 첨두 시간에 발생되는 사망사고의 요인 중 주시태만이 첨두가 비첨두의 경우보다 높게 나타났고, 논산천안선, 호남선과 중부내륙선의 경우 모두 졸음의 사망사고 위험도가 첨두일 경우 비첨두의 경우보다 높게 나왔으며 논산천안선, 호남선의 경우 비첨두일 때 과속에도 영향을 받는 경향을 나타냈다. 특이하게 경부선의 경우 졸음의 사망사고 위험도가 오히려 비첨두일 경우가 첨두의 경우보다 높게 나타났다. 비첨두일 경우 경인선, 서해안선, 영동선 등의 노선에서도 졸음, 주시태만과 과속의 위험도가 나타났다.

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Determining Transit Vehicle Dispatching Time (최적 배차시각 설정에 관한 해석적 연구)

  • Park, Jun-Sik;Go, Seung-Yeong;Kim, Jeom-San;Gwon, Yong-Seok
    • Journal of Korean Society of Transportation
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    • v.25 no.3
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    • pp.137-144
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    • 2007
  • This study involves an analytical approach to determine transit dispatching schedules (headways) Determining a time schedule is an important process in transit system planning. In general, the transit headway should be shorter during the peak hour than at non-peak hours for demand-responsive service. It allows passengers to minimize their waiting time under inelastic, fixed demand conditions. The transit headway should be longer as operating costs increase, and shorter as demand and waiting time increase. Optimal headway depends on the amount of ridership. and each individual vehicle dispatching time depends on the distribution of the ridership. This study provides a theoretical foundation for the dispatching scheme consistent with common sense. Previous research suggested a dispatching scheme with even headway. However, according to this research, that is valid for a specific case when the demand pattern is uniform. This study is a general analysis expanding that previous research. This study suggests an easy method to set a time table without a complex and difficult calculation. Further. if the time axis is changed to the space axis instead, this study could be expanded to address the spacing problems of some facilities such as roads. stations, routes and others.

A Study on Improvement of Public Facilities Using parking conditions (공공시설을 활용한 주차여건 개선방안에 관한 연구)

  • Yoon, Byoung-Jo;Seok, Jong-su;Lee, Ki-Young
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2016.11a
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    • pp.287-288
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    • 2016
  • 주택가의 높은 토지 보상지, 적정한 부지 확보 곤란 등의 새로운 주차장을 확보하는데 한계가 있는 가운데 공공시설과 지역주민의 주차수요 첨두시간대가 서로 다른점을 이용해서 야간시간대에 공공시설의 주차공간을 개방하여 주민들이 이용하게 하면 주차장을 비워 두는 시간 없이 효율적으로 이용할 수 있습니다. 이에 따라 이 연구는 공공시설이나 기존 시설물의 부설 주차장을 주민들의 주차 공간으로 제공된 사례들을 수집, 분석하고 이들 사례들에서 지적되고 있는 문제 등을 자료 또는 기존 연구 등을 이용해 정리 했습니다. 이 연구의 대상은 주민의 복지를 증진하기 위한 시설물로 공공에서 조성하는 학교, 청사, 공원 등이다. 각 사례 조사를 통해 주차공간 확보가 효율적으로 이루어지는 사례가 보이지만 그에 따른 유의사항도 많아 주의도 많이 필요한 실정이라고 봅니다.

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Social Network Analysis of Long-term Standby Demand for Special Transportation (특별교통수단 장기대기수요에 대한 사회 연결망 분석)

  • Park, So-Yeon;Jin, Min-Ha;Kang, Won-Sik;Park, Dae-Yeong;Kim, Keun-Wook
    • Journal of Digital Convergence
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    • v.19 no.5
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    • pp.93-103
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    • 2021
  • The special means of transportation introduced to improve the mobility of the transportation vulnerable met the number of legal standards in 2016, but lack of development in terms of quality, such as the existence of long waiting times. In order to streamline the operation of special means of transportation, long-term standby traffic, which is the top 25% of the wait time, was extracted from the Daegu Metropolitan Government's special transportation history data, and spatial autocorrelation analysis and social network analysis were conducted. As a result of the analysis, the correlation between the average waiting time of special transportation users and the space was high. As a result of the analysis of internal degree centrality, the peak time zone is mainly visited by general hospitals, while the off-peak time zone shows high long-term waiting demand for visits by lawmakers. The analysis of external degree centrality showed that residential-based traffic demand was high in both peak and off-peak hours. The results of this study are considered to contribute to the improvement of the quality of the operation of special transportation means, and the academic implications and limitations of the study are also presented.

Analyzing Relationship between Road Traffic Flows and Noise Trend using Korea Highway Traffic Noise Model (KHTN을 이용한 교통류 특성과 교통소음추이 분석)

  • Choi, Yoon Hyuk;Kim, Cheol Hwan
    • Journal of Environmental Policy
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    • v.11 no.3
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    • pp.49-65
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    • 2012
  • Road traffic noise is closely related to road traffic environment, including traffic volumes by type and travel speed. In this study, we stated some issues and analyzed the relationships between road traffic noise and traffic flow characteristics. First, in attempt to find the answer to the question "When does the loudest traffic noise occur?" we reviewed the issue in the terms of traffic flow. As a result of analyzing level of service through Korea Highway Traffic Noise model, the actual maximum noise occurred in level of service D rather than level of service E, on the capacity state. It shows that maximum noise would be most likely to occur right before and after the peak hours. Second, this paper was looking for the method of a more easy and accurate traffic speed estimation to predict traffic noise. This paper proposed sketch planning techniques of speed-volume curve by level of service on Korea Highway Capacity Manual. As a result of trend line modeling, it was judged that quadratic form is a suitable function, and coefficient of determination ($R^2$) was higher than 0.96, respectively.

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A Study on the Spacing Distrubution based on Relative Speeds between Vehicles -Focused on Uninterrupted Traffic Flow- (차량간 상대속도에 따른 차두거리 분포에 관한 연구 -연속류 교통흐름을 중심으로-)

  • Ma, Chang-Young;Yoon, Tae-Kwan;Kim, Byung-Kwan
    • International Journal of Highway Engineering
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    • v.14 no.2
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    • pp.93-99
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    • 2012
  • This study analyzes traffic data which are collected by VDS(Vehicle Detection System) to research the relationship between spacing distribution and vehicles' relative speed. The collected data are relative speed between preceding and following vehicles, passing time and speed. They are also classified by lane and direction. For the result of the analysis, in the same platoon, we figure out that mean of spacing is 40m, which can be a value to determine section A to D. To compare spacing according to time interval, this study splits time intervals to peak hour and non-peak hour by peak hour traffic volume. In conclusion, vehicles in peak hour are in car following because most drive similar speed as preceding vehicle and they have relatively small spacing. On the other hand, non-peak hour's spacing between vehicles is bigger than that of peak hour. This implies driver's behaviors that the less spacing, the more aggressive and want to reduce their travel time in peak hour, whereas most drive easily in non-peak hour and recreational trip purpose because of less time pressure.