• Title/Summary/Keyword: U-traffic

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The Fuzzy Traffic Control Method for ABR Service (ABR 서비스에서 퍼지 트래픽 제어 방식)

  • Yu, Jae-Taek;Kim, Yong-U;Lee, Jin-Lee;Lee, Gwang-Hyeong
    • The Transactions of the Korea Information Processing Society
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    • v.3 no.7
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    • pp.1880-1893
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    • 1996
  • In this paper, we propose the fuzzy traffic control method in ABR service for the effective use of ATM link. This method, a modified version of EPRCA which is one of rate control methods in ABR service, controls the values of the transmission rates of source by using the fuzzy traffic inference based on switch buffer size and buffer variate rate. For this method, we developed a model and algorithm of the fuzzy traffic control method and a fuzzy traffic controller, after studying fuzzy and neural networks which applied to ATM traffic control and EPRCA. For the fuzzy traffic controller, we also designed a membership function, fuzzy control rules and a max-min inferencing method. We conducted a simulation and compared the link utilization of the fuzzy traffic control method with that of the EPRCA method. The results of the simulation indicated that, compared to EPRCA, the fuzzy traffic control method improves the link utilization by 2.3% in a normal distribution model and by 2.7% in the MMPP model of the source.

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An Empirical Analysis on Correlation between Carbon Emission and Urban Spatial Structure (도시공간구조와 탄소배출량간 상관관계 실증 분석)

  • Ryu, Yoon-Jin;Sohn, Se-Hyoung;Kim, Do-Nyun
    • Journal of Korean Society for Atmospheric Environment
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    • v.28 no.3
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    • pp.273-281
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    • 2012
  • The government is carrying forward a sustainable development which reduces green-house gas and environmental pollution by preparing 'Low Carbon Green Development' policy basis as a new paradigm of national development. This study aims to understand the status of atmosphere contamination which Seoul has by finding correlation among social, economical indexes and carbon, the humanities and social characteristic materials which best express types of city and correlation and to suggest implications. According to the results of the analysis, first the carbon emission volume of Seoul recorded 0.56 ppm, Jongno, Jung-Gu, Kuro, Kangnam and Songpa were more than the average of Seoul and Kwangjin-Gu & Kangbuk-Gu, relative north east regions, Yeongdeungpo-Gu and Dongjak-Gu, south west regions showed lower CO occurrences. Second, according to the correlation and factor analysis, elements which affect CO emission volume of Seoul are largely represented by regional level, traffic level and development density level. Third, when the importance of influence factors based on the analyzed standard coefficient by a regression model, traffic and development density level were most important by recording traffic level (0.967), environmental level (0.385), regional level (0.530) and development density (0.561). Consequently, it was revealed that the traffic level most affected CO emission.

An Estimation of Congestion Pricing Using Speed-Flow Relationship (Gangbyeon Expressway) (속도-밀도 모형을 적용한 흔잡통행료 산정 (강변북로를 중심으로))

  • Gang, Gyeong-U;Guk, U-Gak
    • Journal of Korean Society of Transportation
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    • v.24 no.2 s.88
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    • pp.31-41
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    • 2006
  • The main purpose of this paper is to develop the practical method to estimate the congestion price in odor to overcome the difficulty of traditional microeconomics approach for demand and cost function concepts. In this paper, we estimate the theoretical congestion toll which reflecting the real traffic conditions such as a speed-density functions using a traffic engineering methods We calculates the optimal congestion toll based on the real traffic conditions assuming that the electronic road pricing (ERP) systems ave installed for the study road. After evaluating the various speed-density relationship methods. we found that the Drake model is best suited for the Gangbyeon Expressway Using the Drake model, the optimal congestion toll will be 94 to 3,255 Won for the traffic speed between 44km/h to 68 km/h based on wage rate method and 107 to 6,381 Won for the marginal substitution method for the Gangbyeon Expressway in city of Seoul, Korea.

A Study on Providing Real-Time Route Guidance Information by Variable Massage Signs with Driver Behavior (운전자 행태를 고려한 VMS의 실시간 경로안내 정보제공에 관한 연구)

  • Lee, Chang-U;Jeong, Jin-Hyeok
    • Journal of Korean Society of Transportation
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    • v.24 no.7 s.93
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    • pp.65-79
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    • 2006
  • The ATIS(Advance Traveler Information System), as one part of ITS, is a system aiming to disperse traffic volume on transportation networks by providing traffic information to transportation users on pre-trip and en-route trips. One of tools in ATIS is usage of VMS(Variable Message Signs). It provides to the drivers with direct information about state of processing direction. which is considered as the most effective method in ATIS. The purposes of providing VMS information are classified two categories. One is to provide simple information to drivers for their convenience. The other is to manage traffic demand to improve transportation network performance. However, for more effective and reliable VMS information, several strategies should be taken into account. The main VMS management strategy is "Traffic Diversion Strategy for minimum delay" when traffic congestion or incident are occurred. For effective operation. firstly. reasonable diversion traffic volume is determined by network traffic condition Secondly, it is necessary to make providing information strategy which reflects driver response behavior for controling diversion traffic volume. This paper focuses on the providing real-time route guidance information by VMS when congestion is occurred by the incidents. This sturdy estimates time-dependent system optimal diversion rate that inflects travel time and queue lengths using traffic flow simulation model on base Cellular Automata. In addition, route choice behavior models are developed using binary logit model for traffic information variable by traffic system controller. Finally, this study provides time-dependent VMS massage contents and degree of providing information in order to optimize the traffic flow.

A Study on the Police Activities for Securing the Traffic Safety -Based on the analysis of the police statistics on traffic accidnetns- (교통안전성 확보를 위한 경찰활동 연구 -경찰의 통계 분석을 중심으로-)

  • Han, nam-hyun;Kang, maeng-jin
    • Proceedings of the Korea Contents Association Conference
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    • 2006.05a
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    • pp.332-336
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    • 2006
  • According to the recent statistics of Korean National Police which analyze the present status on the rate of the traffic accidents and their effects in Korea, the number of casualties by traffic accidents of 2004 amounted to 6,563, which means that the average number of casualties per 10,000 vehicles is 3.99. The figure of 3.99 is much larger than 1.85 of U.S.A, 1.10 of Japan, 1.14 of U.K., and 1.23 of Germany. The number of registered vehicles of Korea is steeply increasing since 1997 when it reached 10,000,000. Since then, the number of annual increase is estimated at 860,000 except for the year 1998 when the Korean economy was under the control of IMF, and over 14 million vehicles are registered as of the end of the year 2004. With the increase of vehicles, the violations of traffic rules, crimes using vehicles, car thefts, etc have been imposing a lot of serious problems on our society. On this thesis, we are aiming at analyzing some characteristics of traffic accidents reported to the police and suggesting some kinds of the police activities for securing the safety of the transportation. On this thesis, we are aiming at analyzing some characteristics of traffic accidents reported to the police and suggesting some kinds of the police activities for securing the safety of the transportation.

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Parameter Estimation & Validation of Volume-delay Function based on Traffic Survey Data (교통조사를 통한 도로통행비용함수 구축 및 검증)

  • Kim, Ju-Yeong;Chu, Sang-Ho;Gang, Min-Gu;Heo, Heon
    • Journal of Korean Society of Transportation
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    • v.28 no.1
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    • pp.115-124
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    • 2010
  • VDF(volume-delay function) is one of the most important factor to improve the reliability of traffic demand estimation because it is for estimation of link travel time based on the traffic volume variation. Because VDF of link except for freeway is applied as the parameter of BPR(bureau of public road) of U.S., it causes to deteriorate the accuracy of traffic demand estimation. The purpose of this paper is to establish new parameter of VDF based on the real-surveyed traffic data in order to improve the problem of the existing VDF. We suggest the reclassification of road hierarchy, the approach of traffic survey, the estimating method of VDF parameter, and the improvements of new VDF application. The new VDF allows us to estimate more realistic traffic situation in parts of demand, travel time and path between origin-destination.

Freeway Capacity Estimation for Traffic Control (교통제어를 위한 고속도로 용량 산정에 관한 연구)

  • Kim, Jum-San;Kho, Seung-Young
    • Journal of Korean Society of Transportation
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    • v.23 no.3 s.81
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    • pp.137-147
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    • 2005
  • This study is to define new road capacity concept, and to develop and propose an estimation method, through the analysis of individual vehicular behaviors in continuum flow. Developments in detection technology enable various and precise traffic data collection. The U.S. HCM (Highway Capacity Manual) method does not require such various and precise traffic data, and outputs only limited results. Alternative capacity concepts, which can be classified into a stochastic model and behavioral or deterministic model, are attempts for modeling some prominent traffic flow features, namely so-called a capacity drop and a traffic hysteresis, using such various and precise traffic data. Yet, no capacity concept up-to-date can describe both features. The analysis of individual vehicular behaviors, including speed-density plot per time lap, traffic flow-speed-density diagram per each sampling interval, time headway distribution, and free flow speed distribution, is performed for overcoming the limits of the previous capacity concepts. A stochastic methods are applied to determine time headway for estimating freeway capacity for traffic control.

Study on Fatality Risk of Older Driver and Traffic Accident Cost (고령운전자 연령구간별 사망사고 발생위험도와 사고비용 분석 연구)

  • Choi, Jaesung
    • Journal of the Korean Society of Safety
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    • v.33 no.4
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    • pp.111-118
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    • 2018
  • Korea is facing a surge in the aging population, showing that population aged 65 and above will be accounted for 42.5% of the total population in 2065 with the emphasis on the over-80 population consisting of 19.2%. In response to this abrupt change in population structure, the number of traffic fatality accident referring to older driver as aged 65+ years had been increasing from 605 fatalities in 2011 to 815 fatalities in 2015 resulting in increases in 34.7% in oppose to happening to decreases in 17.2% about non-older driver. With Logit analysis based on Newton-Raphson algorithm utilizing older driver's traffic fatality data for the 2011-2015 years, it was found that the likelihood of an accident resulting in a fatality for super older driver aged 80 years and above considerably increased compared to other older driver with aging classification: 2.24 times for violation of traffic lane, 2.04 times for violation of U-turn, 1.48 times for violation of safety distance, 1.35 times for violation of obstacle of passing; also average annual increase of traffic accident cost related to super older driver was fairly increased rather than other older driver groups. Hence, this study proposes that improving and amending transport safety system and Road Traffic Act for super older driver needs to be urgently in action about license management, safe driving education, etc. when considering the increase of over-80 population in the near future. Also, implementing a social agreement with all ages and social groups to apply with advanced driver assistance system for older driver groups will be able to become a critical factor to enhance safe driving over the face of the country.

Missing Imputation Methodologies for Daily Traffic Counts by Transforming Time Data into Spatial Data (시간자료의 공간화를 통한 일교통량 결측대체 방법론 연구)

  • Heo, Tae-Young;Oh, Ju-Sam
    • International Journal of Highway Engineering
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    • v.9 no.3
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    • pp.21-28
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    • 2007
  • We suggest a new spatial linear interpolation method to substitute linear interpolation method which widely used in transportation engineering to impute the missing daily traffic volume. We layout daily traffic volume which is time series data over the virtual lattice space to consider the spatial correlation. We used Moran Index to evaluate the spatial correlations among daily traffic volume in same week and same date traffic volume by week considering the circularity of daily traffic volume. For real application, we used daily traffic volume on November, 2004 provided by Korea Institute of Construction Technology(KICT) and transformed daily traffic volume to 4 times 7 virtual lattice space to reflect the spatial correlation. Finally we showed that the spatial linear interpolation method has good performance for missing data imputation based on MAPE, RMSE, and Theil's U criteria.

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Data Source Management using weight table in u-GIS DSMS

  • Kim, Sang-Ki;Baek, Sung-Ha;Lee, Dong-Wook;Chung, Warn-Il;Kim, Gyoung-Bae;Bae, Hae-Young
    • Journal of Korea Spatial Information System Society
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    • v.11 no.2
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    • pp.27-33
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    • 2009
  • The emergences of GeoSensor and researches about GIS have promoted many researches of u-GIS. The disaster application coupled in the u-GIS can apply to monitor accident area and to prevent spread of accident. The application needs the u-GIS DSMS technique to acquire, to process GeoSensor data and to integrate them with GIS data. The u-GIS DSMS must process big and large-volume data stream such as spatial data and multimedia data. Due to the feature of the data stream, in u-GIS DSMS, query processing can be delayed. Moreover, as increasing the input rate of data in the area generating events, the network traffic is increased. To solve this problem, in this paper we describe TRIGGER ACTION clause in CQ on the u-GIS DSMS environment and proposes data source management. Data source weight table controls GES information and incoming data rate. It controls incoming data rate as increasing weight at GES of disaster area. Consequently, it can contribute query processing rate and accuracy

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