• Title/Summary/Keyword: 교통류 분석

Search Result 482, Processing Time 0.025 seconds

Optimum Speed Simulation for Electronic Toll Collection (Electronic Toll Collection 운영속도 시뮬레이션)

  • Sin, Heung-Gweon;Nam, Doohee
    • The Journal of the Institute of Internet, Broadcasting and Communication
    • /
    • v.13 no.3
    • /
    • pp.87-92
    • /
    • 2013
  • This study is to analyze the impacts of different High-Pass lane speed limits. Paramics, microscopic simulation software, was used to perform microscopic simulations. For the simulations, Incheon toll gate traffic count data was used. The Paramics simulation results show that higher High-Pass speed limit (70Km/h) produced better traffic flow condition and less air pollution cost compared to existing High-Pass speed limit (30Km/h).

Analysis of Flow Characteristics and Bed changes with Oblique Weir Installation Angle Using Numerical Simulation (수치모의를 이용한 경사형보 설치각도 변화에 따른 흐름특성 및 하도변화 분석)

  • Kim, Gi Jung;Jang, Chang-Lae;Lee, Wonho
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2018.05a
    • /
    • pp.65-70
    • /
    • 2018
  • 본 연구에서는 2차원 수치모형을 통해 보의 설치 각도 변화에 대한 보 상하류에서 흐름특성 변화와 하도 변화를 정량적으로 분석하였다. 수치모의 결과, 흐름은 경사형보를 월류하면서 경사진 방향으로 굴절되었으며, 보의 설치 각도가 증가할수록 흐름의 굴절 각도가 증가하는 경향을 보였다. 또한 보의 설치 각도가 증가할수록 무차원유속은 감소하였다. 보의 보 상류에서는 보의 의해 형성된 배수의 영향이 끝나는 지점에서 유사가 퇴적되어 델타가 발달하였다. 델타는 흐름방향을 따라 하류로 이동하였다. 이동속도는 보에 가까워질수록 감소하며, 크기는 증가하였다. 보 하류에서는 무차원 보의 길이가 증가함에 따라, 무차원 사주의 파장이 감소하고, 무차원 사주의 파고는 증가하였다.

  • PDF

A Study on the Development of an Economic Efficiency Model Considering Vehicle Operating Cost Properties of Signalized Intersections (신호교차로의 차량운행비용 특성을 고려한 경제성분석 모형개발)

  • Byeon, Eun-A;Kim, Yeong-Chan;An, So-Yeong;Go, Gwang-Deok;Yun, Su-Yeong
    • Journal of Korean Society of Transportation
    • /
    • v.27 no.2
    • /
    • pp.199-206
    • /
    • 2009
  • In relation with economical efficiency analysis on investment evaluation of transportation system, among vehicle operating cost saving benefit that is applied to general preliminary assessment guidelines and investment evaluation guidelines, oil expense calculated data which concentrated and analyze on the relationship between oil consumption amount on running state and running speed. For uninterrupted flow which does not have stopped delay due to traffic signal, consideration for reduction benefit is possible due to the changes of running speed and travel time however, for interrupted flow which the stopping occurs due to signal control on actual signal intersection has no consideration for stopping delay time reduction and stopping rate improvement thus reflection of reality on improved effect analysis is difficult. Therefore, this research makes a framework to analyze benefits that reflects the features of signalized intersections by benefits associated with decrease of stopping delay time with existing research and developing vehicle operating cost calculation model formula. Vehicle operating cost has been redefined considering the stopping delay time by applying the oil consumption amount at idling and the economical benefit between conventional model and newly developed model when applied for the optimization of traffic signal system on the two roads in Seosan city has been analyzed comparative. While the importance of traffic system maintenance is being emphasized due to the increase of congested areas on roads, it is expected to assist in more realistic economical analysis which reflect the delay improvement through the presentation of an economic analysis model that considers the features of signalized intersections in signal optimization system improvements and effect analysis of congestion improvement projects`.

Estimation of Lane Utilization Adjustment Factors for Signalized Intersections Adjacent to an Off-ramp-Street Junction (연결로-일반도로 합류부와 인접한 신호교차로의 차로이용률 계수 산출)

  • Chae, Chandle;Jung, Dongwoo;Kim, Youngho
    • Journal of Korean Society of Transportation
    • /
    • v.31 no.5
    • /
    • pp.71-78
    • /
    • 2013
  • This paper investigated the influences of ramp traffic flow on the lane utilization for signalized intersection approaches which are adjacent to an off-ramp-street junction. The statistical test showed a correlation between lane utilization and the ramp traffic flow. As the ramp traffic flow increases, the left lanes are less utilized and the right lanes are more utilized. The lane utilization factors are calculated by applying traffic data collected from the Seoul Metropolitan area. The utilization factors are 1.113 for 2 lanes, 1.124 for 3 lanes, and 1.131 for 4 lanes. The lane utilization factors proposed in the paper show higher values than those in current Korea Highway Capacity Manual (KHCM) under the conditions that the number of lanes is 2 or 3. However, the lane utilization factor for 4 lanes in the paper shows lower value than in KHCM. The ramp traffic flow causes more utilization of the right lanes than at normal signalized intersections and the extent gets larger as the number of lanes decreases. Based on the results of the paper, the lane utilization factors at signalized intersection approaches should be revised and reasonable capacity should be recalculated if the signalized intersection is adjacent to an off-ramp-street junction.

Training Sample of Artificial Neural Networks for Predicting Signalized Intersection Queue Length (신호교차로 대기행렬 예측을 위한 인공신경망의 학습자료 구성분석)

  • 한종학;김성호;최병국
    • Journal of Korean Society of Transportation
    • /
    • v.18 no.4
    • /
    • pp.75-85
    • /
    • 2000
  • The Purpose of this study is to analyze wether the composition of training sample have a relation with the Predictive ability and the learning results of ANNs(Artificial Neural Networks) fur predicting one cycle ahead of the queue length(veh.) in a signalized intersection. In this study, ANNs\` training sample is classified into the assumption of two cases. The first is to utilize time-series(Per cycle) data of queue length which would be detected by one detector (loop or video) The second is to use time-space correlated data(such as: a upstream feed-in flow, a link travel time, a approach maximum stationary queue length, a departure volume) which would be detected by a integrative vehicle detection systems (loop detector, video detector, RFIDs) which would be installed between the upstream node(intersection) and downstream node. The major findings from this paper is In Daechi Intersection(GangNamGu, Seoul), in the case of ANNs\` training sample constructed by time-space correlated data between the upstream node(intersection) and downstream node, the pattern recognition ability of an interrupted traffic flow is better.

  • PDF

A Traffic Assignment With Intersection Delay for Large Scale Urban Network (대규모 도시부 교통망에서의 이동류별 회전 지체를 고려한 통행배정연구)

  • Kang, Jin Dong;Woo, Wang Hee;Kim, Tae Gyun;Hong, Young Suk;Cho, Joong Rae
    • Journal of Korean Society of Transportation
    • /
    • v.31 no.4
    • /
    • pp.3-17
    • /
    • 2013
  • The purpose of this study is to develop a traffic assignment model where the variable of signal intersection delay is taken into account in assigning traffic in large-scale network settings. Indeed, despite the fact that the majority of the increase in travel time or cost involving congested urban network or interrupted flow are accounted for by stop delays or congested delays at signal intersections, the existing traffic assignment models did not reflect this. The traffic assignment model considering intersection delays presented in this study was built based on the existing traffic assignment models, which were added to by the analysis technique for the computation of intersection delay provided in Korea Highway Capacity Manual. We can conclude that a multiple variety of simulation tests prove that this model can be applied to real network settings. Accordingly, this model shows the possibility of utilizing a model considering intersection delay for traffic policy decisions through analysis of effects of changes in traffic facilities on large urban areas.

A Study on Proposal of the Improved Marine Traffic System in the Mokpo Harbor (목포항의 해상교통시스템 설정에 관한 연구)

  • Jong Jae-Yong;Kim Chol-Seong;Park Sung-Hyeon
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.11 no.2 s.23
    • /
    • pp.1-8
    • /
    • 2005
  • In the present maritime traffic conditions of Mokpo harbor, there exist many hazardous factors which may lead to huge accidents including marine oil pollution We analyze marine traffic environments including traffic congestion, natural conditions, maritime traffic accidents in the last 10 years, the fishery status, operation of traffic routes and management of navigational aids and regulations relating ships' routeing both in and out of the country. Consequently, this work is to propose improved marine traffic system in future.

  • PDF

A Study on Proposal of the Improved Marine Traffic System in Mokpo Harbor (목포항의 해상교통시스템 설정에 관한 연구)

  • Jong Jae-Yong;Kim Chol-Seong;Park Sung-Hyeong;Yang Won-Jae;Choi Myong-Sik
    • Proceedings of KOSOMES biannual meeting
    • /
    • 2005.05a
    • /
    • pp.45-52
    • /
    • 2005
  • In the present maritime traffic conditions of mokpo harbor, there exists many hazardous factors which may lead to huge accidents including marine oil pollution We analyze marine traffic environments including traffic congestion, natural conditions, maritime traffic accidents of the last 10 years, the fishery status, operation of traffic routes and navigational aids of navigational aids and regulations relating ships' routeing both in and out of the country. Consequently, this work is to propose improved marine traffic system in future.

  • PDF

Assessment of Wavelet Technique Applied to Incident Detection - Case of Seoul Urban Freeway (Naebusunhwallo) - (돌발상황 검지를 위한 Wavelet 기법의 적용성 평가 - 서울특별시 도시고속도로를 중심으로 -)

  • Kim, Dong Sun;Baek, Joo Hyun;Song, Ki Han;Rhee, Sung Mo
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.26 no.4D
    • /
    • pp.581-586
    • /
    • 2006
  • Incidents, which is unexpected unusual events such as traffic accidents, have increased on the most roads in Korea. The obstruction of a fluent traffic flow occurred by incidents causes the traffic congestion and decreases the capacity. The Wavelet technique was applied to detect the road section and the happening time of incidents on urban freeways in this study, and this technique has been widely used in many engineering fields such as an electrical engineering, etc. The availability and validity of the Wavelet technique to the detection of incidents was examined by the occupancy rate, the important element of traffic flows, which is extracted from the data of detectors installed on Seoul Urban freeways. Then, this result is compared to the California Algorithm and the Low-Pass Filtering Algorithm among basic present detection algorithms, which are based on the occupancy rate. As a result, the false alarm rate of this method was similar as that of the California algorithm and the Low-Pass Filtering algorithm, but the detection rate is higher.

Modeling for Debris Flow Behavior on Expressway Using FLO-2D (FLO-2D를 이용한 고속도로에서의 토석류 거동 모델링)

  • Lim, Jae-Tae;Kim, Byunghyun
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.39 no.2
    • /
    • pp.263-272
    • /
    • 2019
  • This study demonstrates the applicability of the FLO-2D for the influence analysis of the debris flow on expressway. To do this, the behavior of debris flow on the expressway was reproduced by applying the FLO-2D to actual generated debris flow. The study area is a part of the Deokyusan Service Area on the Daejon-Jinju Expressway, where traffic was blocked for 24 hours due to the debris flow in August 2005. Geographical analysis with GIS, hydrological analysis with HEC-HMS, and estimation of the amount of debris flow were carried out using field survey and soil property test data. Then, the optimum parameter combination of FLO-2D was selected through the parameter sensitivity analysis, and the behavior analysis of debris flow on expressway was applied. The comparison of the predictions with the observations shows the availability of FLO-2D for the behavior analysis of debris flow on the expressway.