• 제목/요약/키워드: Traffic estimation

검색결과 793건 처리시간 0.023초

Comparative Analysis of TOA and TDOA method for position estimation of mobile station (이동국 위치 추정을 위한 TOA와 TDOA방법의 비교 분석)

  • 윤현성;호인석;이장호;변건식
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
    • /
    • 한국해양정보통신학회 2000년도 춘계종합학술대회
    • /
    • pp.167-172
    • /
    • 2000
  • This paper is aimed at developing an location tracking for mobile station employing currently available mobile communication network of cellular phone and PCS(Personal Communication System). When the location tracking of mobile stations is in services, the services such as Emergency-119, crime investigation, effective urban traffic management or the safety protection of Alzheimer's patients, ran be available. This paper is to track the mobile station in communication network in NLOS environment. To achieve reduction of the standard noise, Kalman filter is used. In terms of the distance, positions are located by using TOA and TDOA methods in the environment that removes NLOS bias in the measured data. And then smoothing method is used. to achieve reduction of the position error values

  • PDF

A Study of Estimating the Alighting Stop on the Decision Tree Learning Model Using Smart Card Data (의사결정 학습 모델 기반 교통카드 데이터 하차 정류장 추정 모델 연구)

  • Yoo, Bongseok;Choo, Sangho
    • The Journal of The Korea Institute of Intelligent Transport Systems
    • /
    • 제18권6호
    • /
    • pp.11-30
    • /
    • 2019
  • Smartcards are used as the basic data for utilizing the various transportation policies and evaluations, etc. and provided the transportation basic statistics index. However, the main problem of the smartcard data is that the most of users do not take the alighting tag at the stop, so there is a limit to the scope of use for the total O-D trip data because incomplete O-D traffic data of transportation card users. In this study, a decision tree of learning model is estimated for the alighting stop of smartcard users. The model estimation accuracy in range less than 2 stops interval was 89.7% on average. By eliminating the incompleteness alighting stop of smartcard data through this model, it is expected to be used as the basic data for various transportation analyses and evaluations.

A Study on the Development of a Technique to Predict Missing Travel Speed Collected by Taxi Probe (결측 택시 Probe 통행속도 예측기법 개발에 관한 연구)

  • Yoon, Byoung Jo
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • 제31권1D호
    • /
    • pp.43-50
    • /
    • 2011
  • The monitoring system for link travel speed using taxi probe is one of key sub-systems of ITS. Link travel speed collected by taxi probe has been widely employed for both monitoring the traffic states of urban road network and providing real-time travel time information. When sample size of taxi probe is small and link travel time is longer than a length of time interval to collect travel speed data, and in turn the missing state is inevitable. Under this missing state, link travel speed data is real-timely not collected. This missing state changes from single to multiple time intervals. Existing single interval prediction techniques can not generate multiple future states. For this reason, it is necessary to replace multiple missing states with the estimations generated by multi-interval prediction method. In this study, a multi-interval prediction method to generate the speed estimations of single and multiple future time step is introduced overcoming the shortcomings of short-term techniques. The model is developed based on Non-Parametric Regression (NPR), and outperformed single-interval prediction methods in terms of prediction accuracy in spite of multi-interval prediction scheme.

Simultaneous Equation Models for Evaluating Roundabout Accidents According to Different Driving Types (연립방정식을 이용한 운전유형별 회전교차로 사고모형)

  • Kim, Kyung Hwan;Park, Byung Ho
    • Journal of Korean Society of Transportation
    • /
    • 제30권5호
    • /
    • pp.3-10
    • /
    • 2012
  • This study dealt with traffic accidents occurring within roundabouts. The objective was to develop roundabout accident models for different driving types by using simultaneous equations. In pursuing the above, this study used a statistical program SPSS 17.0 to accommodate data from 148 accidents occurred within 39 roundabouts of Korea. In addition, the 2SLS(2 stage least square) estimation method was adopted to calibrate the models. The main results are as follows. First, both the number of accidents and the EPDO were evaluated to have bilateral relationships. Second, all 6 different simultaneous equation models according to driving types were found to be statistically significant. Third, the developed models were compared to each other with respect to either common or specific variables. Finally, variables such as ADT, conflicting rate, heavy vehicle ratio, circulatory roadway width, number of circulatory roadway lane, approach lane width, average approach lanes, parking places, and bus stops were selected as independent variables for the models.

Estimation of Drag Factors Between Roadway Surface and Human Body (인체와 노면간의 마찰계수 추정에 관한 연구)

  • Kim, Min-Tae;Lee, Sang-Soo;Lee, Chul-Ki
    • The Journal of The Korea Institute of Intelligent Transport Systems
    • /
    • 제9권6호
    • /
    • pp.54-62
    • /
    • 2010
  • The scientific analysis of car-pedestrian accidents is not an easy task because of the characteristic of the accidents itself. Since the analysis involved human being, there were few experimental data that could be used for the analysis. The coefficient of friction of human body was the one of crucial data for accident analysis, but no field experiment report was available for various roadway conditions. This study intends to measure the coefficient of friction of human body through field studies. Results showed that the coefficient of friction of human body for dry asphalt pavement conditions was 0.59~0.62, and for dry concrete pavement conditions was 0.59~0.61. In addition, the coefficients for wet asphalt pavement and for wet concrete pavement conditions were 0.56~0.59 and 0.51~0.54 respectively, indicating 5.0% and 8.3% reduction compared to the dry conditions. The deduced coefficients were validated using the simulation program. It has been confirmed that the experiment values were close to the simulation results.

Dynamic Slot Allocation Algorithm for Efficient Transmission of VBR Services in Wireless ATM Networks (무선 ATM 망에서 VBR 서비스의 효율적인 전송을 위한 동적 슬롯 할당 알고리즘)

  • Ahn, Kye-Hyun;Park, Byoung-Joo;Baek, Seung-Kwon;Kim, Eung-Bae;Kim, Young-Chon
    • Journal of the Institute of Electronics Engineers of Korea TC
    • /
    • 제38권11호
    • /
    • pp.30-40
    • /
    • 2001
  • In this paper, we propose a dynamic slot allocation algorithm for efficient transmission of VBR services in wireless ATM networks. The proposed algorithm is based on a hybrid dynamic parameter(DP) control which combines the strength of in-band control and out-of-band control by considering the variation characteristics of buffer length in distributed mobile terminals. This algorithm consists of four sub-algorithms: dynamic parameter determination algorithm, dynamic parameter transmission algorithm, estimation algorithm of the number of request slots, and prorated-allocation algorithm. As the proposed allocation algorithm based on the hybrid DP control scheme can offer nearly precise MAC level estimations of the requirements for each VBR, the algorithm makes it possible to obtain ideal allocation efficiency. The allocation efficiency of the algorithm is shown by numerical analysis. Simulation results show that the proposed algorithm has better performance than conventional schemes in terms of allocation efficiency, delay and cell loss ratio under VBR traffic.

  • PDF

A Study on Driving Characteristics of the Elderly Driver using a Driving Simulator (운전모의장치를 이용한 고령자의 운전특성 연구)

  • Lee, Won-Young
    • Journal of the Korean Society of Safety
    • /
    • 제21권5호
    • /
    • pp.103-111
    • /
    • 2006
  • The purpose of this study was to analyse the relationships between cognitive abilities and driving characteristics of elderly drivers. Driving characteristics of elderly and younger drivers who were driving a fixed base driving simulator vehicle were examined. Participants consisted of 12 drivers over age 65 (the 'older' group) and 12 drivers between the ages of 25 and 55 (the "younger" group). As indices of cognitive ability, critical flicker fusion frequency (CFF) tests and cognitive reaction tests were given before the driving task. CFF was also tested after the simulated driving task for both groups. Cognitive reaction tests, which were composed of speed estimation tests, multiple choice reaction tests and obstacle avoidance tests, were developed by the Korean Road Traffic Safety Authority in 2003. CFF values between the two groups exhibited significant differences both before and after the task, with a p-value less than 0.01 and a t-value of -3.01 before the test and a p-value less than 0.031 and a t-value of -2.35 after the test. Older drivers' CFF values were lower than those of the younger. However, there was no difference in older or younger driver CFF values before and after the task within the same group. Except for the multiple choice reaction test, there was no difference in cognitive reaction test results between the two groups. The elderly drivers made more errors though they did not differ from the younger drivers in reaction times. At the simulated driving task the reaction time of the elderly driver was longer than that of the younger; however, the driving speed of the elderly was lower and the number of collisions greater. There was a positive correlation (r=.496) between the number of errors in the multiple choice reaction test and the number of collisions in the driving task. Therefore, it was identified that critical attributes contributing to automobile crashes involving elderly drivers included cognitive difficulty in judging and responding to complex situations.

Study On The MAC Schedule Technique for WPAN system to alleviate the impact of interference in the presence of WLAN system (WPAN시스템에 미치는 WLAN 시스템의 간섭신호 경감을 위한 MAC schedule 기법에 관한 연구)

  • Kim, Seong-cheol
    • Journal of the Korea Institute of Information and Communication Engineering
    • /
    • 제19권10호
    • /
    • pp.2263-2268
    • /
    • 2015
  • This paper describes packet scheduling techniques that can be used to alleviate the impact of interference. The mechanism is consisted of interference estimation and master delay police. Proposed scheduling police is effective in reducing packet loss and delay. Another advantage worth mentioning, are the additional saving s in the transmitter power since packet are not transmitted when channel is bad. This paper gives that scheduling policy works only with data traffic since voice packets need to be sent at fixed intervals. However, if the delay variance is constant and the delay can be limited to a slot, it may be worthwhile to use DM packet for voice.

Estimating Transportation-Related Greenhouse Gas Emissions in the Port of Busan, S. Korea

  • Shin, Kang-Won;Cheong, Jang-Pyo
    • Asian Journal of Atmospheric Environment
    • /
    • 제5권1호
    • /
    • pp.41-46
    • /
    • 2011
  • The port of Busan is the fifth busiest container port in the world in terms of total mass of 20-foot equivalent units transported. Yet no attempts have been made to estimate the greenhouse gas (GHG) emissions from the port of Busan by accounting for all port-related activities of the various transportation modes. With these challenges in mind, this study estimates the first activity-based GHG emissions inventory in the port of Busan, which consists of four transportation modes: marine vessels, cargo-handling equipment, heavy-duty trucks, and railroad locomotives. The estimation results based on the most recent and complete port-related activity data are as follows. First, the average annual transportation GHG emission in the port of Busan during the analysis period from 2000 to 2007 was 802 Gg $CO_2$-eq, with a lower value of 773 Gg $CO_2$-eq and an upper value of 813 Gg $CO_2$-eq. Second, the increase in the transportation-related GHG emissions in the port of Busan during the analysis period can be systematically explained by the amount of cargo handled ($R^2$=0.98). Third, about 64% of total GHG emissions in the port of Busan were from marine vessels because more than 40% of all maritime containerized trade flows in the port were transshipment traffic. Fourth, approximately 22% of the total GHG emissions in the port of Busan were from on-road or railroad vehicles, which transport cargo to and from the port of Busan. Finally, the remaining 14% of total GHG emissions were from the cargo handling equipment, such as cranes, yard tractors, and reach stackers.

Estimation of Dynamic Load Amplification Factors under Various Roughness Indices and Vehicle Classes (주행차량의 종류와 아스팔트 콘크리트 포장 평탄성에 따른 동적하중 증가계수 산정)

  • Choi, Jun-Seong;Seo, Joo-Won;Kim, Jong-Woo
    • International Journal of Highway Engineering
    • /
    • 제14권2호
    • /
    • pp.29-36
    • /
    • 2012
  • In this study, frequently passing vehicles with two, three, four, and five axles were chosen through traffic volume analysis in Kyung-In Expressway in order to analyze how the road roughness and vehicle speed affect on the dynamic loads for roads in various vehicle classes. Dynamic loads according to chosen vehicles are estimated by TruckSim program. Dynamic load amplification factor is ratio between dynamic and static loads, and it is also determined for each vehicle classes. From the result of dynamic loads estimated by the dynamic load amplification factor, it is shown that for three-axles vehicle, when IRI is 3.5 and vehicle speed is 100km/hr, asphalt pavements receive additional 36% of static loads in maximum. The analysis of the amplification factor according to each vehicle classes also indicates that the amplification factor increases as the distance between the axles becomes smaller and each axle receives more loads.