• Title/Summary/Keyword: 통행분포모형

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Modeling the Distribution Demand Estimation for Urban Rail Transit (퍼지제어를 이용한 도시철도 분포수요 예측모형 구축)

  • Kim, Dae-Ung;Park, Cheol-Gu;Choe, Han-Gyu
    • Journal of Korean Society of Transportation
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    • v.23 no.2
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    • pp.25-36
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    • 2005
  • In this study, we suggested a new approach method forecasting distribution demand of urban rail transit usign fuzzy control, with intend to reflect irregularity and various functional relationship between trip length and distribution demand. To establish fuzzy control model and test this model, the actual trip volume(production, attraction and distribution volume) and trip length (space distance between a departure and arrival station) of Daegu subway line 1 were used. Firstly, usign these data we established a fuzzy control model, nd the estimation accuracy of the model was examined and compared with that of generalized gravity model. The results showed that the fuzzy control model was superior to gravity model in accuracy of estimation. Therefore, wwe found that fuzzy control was able to be applied as a effective method to predict the distribution demand of urban rail transit. Finally, to increase the estimation precision of the model, we expect studies that define membership functions and set up fuzzy rules organized with neural networks.

Distribution Characteristic Analysis for Link Travel Time Using GPS Data (GPS 수집자료를 이용한 링크통행시간 분포 특성 분석)

  • Lee, Young-Woo;Lim, Chae-Moon
    • Journal of Korean Society of Transportation
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    • v.22 no.5
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    • pp.7-17
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    • 2004
  • 지금까지의 링크통행시간에 대한 연구는 개별 차량의 평균을 통한 평균링크통행시간 산정 및 추정의 제한적인 연구가 대부분이었다. 그러나, 링크통행시간은 교통조건, 신호운영조건, 도로조건 등 다양한 영향인자로 인해 통행시간 분포가 구분되는 특성을 나타낸다. 따라서, 링크통행시간 특성을 좀 더 미시적으로 분석할 필요가 있다. 본 연구에서는 GPS를 이용한 실시간 교통자료 수집의 방법에 대해 살펴보았으며, GPS를 이용한 RTK 측량을 이용한 실시간 자료수집을 통하여 링크통행시간에 대한 연구를 수행하였다. 또한, 신호운영에 의한 영향으로 인한 링크통행시간 분포특성을 분석하기 위해 링크통행시간에 대한 현장조사를 추가적으로 실시하였다. 현장조사 결과분석을 통해 통행시간 분포특성 및 원인을 분석하고 프로그램을 이용한 시뮬레이션을 통해 보다 다양한 조건을 부여하여 링크통행시간분포비율에 영향을 주는 변수들에 대한 검토하고 통행시간 분포비율을 추정할 수 있는 모형을 구축하였다. GPS 실험차량을 이용한 주행실험결과를 분석한 결과 순행시간으로만 이루어지는 링크통행시간과 적색시간 동안 대기하였다가 링크구간을 통과하여 순행시간에 신호 대기시간을 더한 링크통행시간으로 통행시간이 구분되는 현상을 확인할 수 있었으며 따라서, 링크통행시간에 대한 분석은 통행시간을 하나의 평균통행시간으로 인식하는 것보다 두 개의 구분된 통행시간을 동시에 고려하는 것이 바람직할 것으로 판단되었다. 링크통행시간 분포특성에 대한 연구결과 또한, 통행시간이 양분되어 분포하는 것으로 분석되었다. 따라서, 링크통행시간의 경우 평균통행시간에 의한 결과보다 신호지체가 발생하지 않는 통행시간과 신호지체가 발생하는 통행시간으로 구분하는 것이 교통상황을 인식하는 것이 바람직할 것으로 나타났다.

How to Set an Appropriate Scale of Traffic Analysis Zone for Estimating Travel Patterns of E-Scooter in Transporation Planning? (전동킥보드 통행분포모형 추정을 위한 적정 존단위 선정 연구)

  • Kyu hyuk Kim;Sang hoon Kim;Tai jin Song
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.22 no.3
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    • pp.51-61
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    • 2023
  • Travel demand estimation of E-Scooter is the start point of solving the regional demand-supply imbalance problem and plays pivotal role in a linked transportation system such as Mobility-as-a-Service (a.k.a. MaaS). Most focuses on developing trip generation model of shared E-Scooter but it is no study on selection of an appropriate zone scale when it comes to estimating travel demand of E-Scooter. This paper aimed for selecting an optimal TAZ scale for developing trip distribution model for shared E-Scooter. The TAZ scale candidates were selected in 250m, 500m, 750m, 1,000m square grid. The shared E-Scooter usage historical data were utilized for calculating trip distance and time, and then applying to developing gravity model. Mean Squared Error (MSE) is applied for the verification step to select the best suitable gravity model by TAZ scale. As a result, 250m of TAZ scale is the best for describing practical trip distribution of shared E-Scooter among the candidates.

A Study on Forecasting Trip Distribution of Land Development Project Using Middle Zone Size And Gravity Model (중죤단위와 중력모형을 이용한 택지개발사업의 통행분포 예측방법에 관한 연구)

  • Jeong, Chang-Yong;Son, Ui-Yeong;Kim, Do-Gyeong
    • Journal of Korean Society of Transportation
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    • v.27 no.6
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    • pp.19-28
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    • 2009
  • In case of land development projects constructed, to solve induced transportation volume needs analysis of traffic demand. Trip-generation of land development projects is exactly predicted by using traffic instigating-basic-unit in each facility of land developments. But in case of a phase of trip-distribution, because a range of destinations is very enormous and it needs enormous data to reflect all of its characters, whenever trip-distribution is predicted, the method which assumes the rate of trip-distribution is same both before completion of land development projects and after is often used. But because there is no exact criterion, the method suggested above is also affected by subjective opinion. Accordingly, this study look over using trip-distribution of specific areas's DB and suggests a size of zone to predict a distribution of land development projects exactly. Also production - constrained gravity model which uses the gap between a distribution of suggested ranges and induced land development project is suggested for more exact prediction of trip-distribution. Besides accuracy of prediction is scrutinized by using Mean Squared Error.

Marginal Effect Analysis of Travel Behavior by Count Data Model (가산자료모형을 기초로 한 통행행태의 한계효과분석)

  • 장태연
    • Journal of Korean Society of Transportation
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    • v.21 no.3
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    • pp.15-22
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    • 2003
  • In general, the linear regression model has been used to estimate trip generation in the travel demand forecasting procedure. However, the model suffers from several methodological limitations. First, trips as a dependent variable with non-negative integer show discrete distribution but the model assumes that the dependent variable is continuously distributed between -$\infty$ and +$\infty$. Second, the model may produce negative estimates. Third, even if estimated trips are within the valid range, the model offers only forecasted trips without discrete probability distribution of them. To overcome these limitations, a poisson model with a assumption of equidispersion has frequently been used to analyze count data such as trip frequencies. However, if the variance of data is greater than the mean. the poisson model tends to underestimate errors, resulting in unreliable estimates. Using overdispersion test, this study proved that the poisson model is not appropriate and by using Vuong test, zero inflated negative binomial model is optimal. Model reliability was checked by likelihood test and the accuracy of model by Theil inequality coefficient as well. Finally, marginal effect of the change of socio-demographic characteristics of households on trips was analyzed.

Estimating O-D Trips Between Sub-divided Smaller Zones Within a Traffic Analysis Zone (대존 세분화에 따른 내부 소존 간의 O-D 통행량 추정 방법)

  • KIM, Jung In;KIM, Ikki
    • Journal of Korean Society of Transportation
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    • v.33 no.6
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    • pp.575-583
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    • 2015
  • The Korea Transport Institute (KOTI) builds the origin and destination(O-D) trip data with relatively smaller zone size such as Eup, Myeon, Dong administration unit districts in metropolitan area. Otherwise, O-D trip data was built by bigger size of traffic analysis zone(TAZ) such as Si, Gun, Gu administration unit districts for rural area. In some cases, it is needed to divide a zone into several sub-zones for rural area in order to analyze travel distribution pattern in detail for a certain highway and rail project. The study suggested a method to estimate O-D trips for sub-zones in the larger-size zones in rural area. Two different distribution models, direct demand model and gravity model, were calibrated for sub-zone's intra-zonal O-D trip pattern with metropolitan area O-D data which has smaller zone-size (sub-zone) data categorized by low, middle and high population density. The calibration results were compared between the two models. The gravity model with impedance function of power functional form was selected with better explanation for all groups in the metropolitan area. The adjusted $R^2$ was 0.7426, 0.6456 and 0.7194 for low, middle and high population density group, respectively. The suggested O-D trip estimating method is expected to produce enhanced trip patterns with sub-divided small zones.

Evaluation on the traffic count based O/D matrix using Trip Length Frequency Distribution (통행시간분포를 이용한 교통량기반 추정O/D의 신뢰성 평가에 관한 연구)

  • 이승재;손의영;김종형
    • Journal of Korean Society of Transportation
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    • v.18 no.2
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    • pp.53-62
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    • 2000
  • 현재까지 개발된 교통량 기반 O/D 추정기법들은 추정된 O/D의 신뢰성을 평가하는 기준으로 통계적 오차분석을 통한 참O/D(true O/D)와 추정O/D간의 타이를 분석하는 방법이 주류를 이루었다. 문제는 이러한 오차분석기법들이 현실적인 대규모 교통망상에 적용될 때 탐O/D를 알 수 없을 뿐만 아니라, 알 수 있다고 하더라도 추정된 O/D와의 비교 평가시에 그러한 평가방법으로 추정된 O/D의 신뢰성을 부여하기에는 많은 문제점을 가지고 있다는 점이다. 통행조사에 의한 O/D는 비록 포함되어 있는 정보가 과거의 정보라고 할지라도 현재의 통행흐름에 대하여 가장 많은 정보를 가지고 있다고 할 수 있다. 즉, 선행O/D의 정보를 크게 변화시키지 않으면서도 관측교통량으로 O/D를 추정할 수 있는 방법이 이 관점에서 매우 뛰어난 추정방법이라고 할 수 있다. 이러한 관점에서 본 연구에서는 선행O/D정보 중 통행수요예측시 가장 중요한 지표의 하나인 통행시간빈도분포 (TriP Length Frequency Distribution:TLFD)를 이용하여 추정O/D의 신뢰성 지표로 삼았다. TLFD는 4단계 모형에서 통행분포(trip distribution)시 모형을 정산하는 데 사용되는 방법으로써 죤간 통행시간을 단위별로 나누어 조사된 통행시간분포와 추정된 O/D의 통행시간분포가 유사한 지를 살피는 방법이라고 할 수 있다. 조사된 TLFD와 추정O/D의 TLFD가 유사한 모양을 이를 때 추정O/D의 신뢰성이 높다고 인정한다. 또한 TLFD는 전통적으로 조사된 표본O/D를 전 수화하는데 이용되어 그 타당성 또한 많이 검증되어 왔다. 그러나 아직까지 TLFD를 가지고 교통량으로 O/D를 추정하는 모형의 결과를 검증한 연구 결과는 없는 실정이다. 따라서, 본 연구에서는 최종적인 이러한 분석결과를 평가할 수 있을 뿐 아니라, 평가된 지표가 신뢰할 만한 수준이 아니라면, 추정된 결과를 보정할 수 있는 가능성을 제시하고자 한다.

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Development of Advanced Gravity Model Using Accordance Rate Of Observed O-D Value and Derived O-D Value from Gravity Model (실측 O-D값과 중력모형 재현 O-D값의 일치비율을 이용한 개선 중력모형 개발)

  • Ryu, Yeong-Geun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.287-295
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    • 2013
  • This paper developed advanced gravity model for higher estimation accuracy, that deals with residuals. Previously studied paper using gravity model's residual, residual calculated that observed O-D value minus derived O-D value from gravity model, and this residual added to the target year's estimated value from gravity model. In this paper, residuals calculated on gravity model parameter estimation process, and this residual is revealed the same value that observed O-D value devided by derived O-D value from gravity model. And case study resulted that developed new gravity model that applied accordance rate of observed O-D value and derived O-D value from gravity model has higher estimation accuracy than other gravity models as basic gravity model and residual plused gravity model.

Development of a Trip Distribution Model by Iterative Method Based on Target Year's O-D Matrix (통행분포패턴에 기초한 장래 O-D표 수렴계산방법 개발)

  • Yu, Yeong-Geun
    • Journal of Korean Society of Transportation
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    • v.23 no.2
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    • pp.143-150
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    • 2005
  • Estimation of trip distribution, estimated O-D matrix must satisfy the condition that the sum of trips in a row should equal the trip production, and the sum of trips in a column should equal the trip attraction. In most cases the iterative calculation for convergence is needed to satisfy this condition. Most of all present convergence of iterative methods may results a big difference between estimated value and converged value, and from this, the trip distribution patterns may be changed. This paper presents a new convergence of iterative method that comes closer to meeting the convergence condition and gives the maximum likelihood estimation for calculating a distribution patterns from the trip distribution estimation model. The newly developed method differs from existing methods in three important ways. First, it simultaneously considers both the convergence condition and the distribution patterns. Second, it computers simultaneous convergence of rows and columns instead of iterating respectively. Third, instead of using the growth rates to the trip production, trip attraction, it uses the differences between trip production and sum of trips in a row, and trip attraction and sum of trips in a column. Using 38 by 38 O-D matrix, this paper compared the Fratar method and the Furness method to the newly developed method and found that this method was superior to the other two methods.

Development of International Passenger Travel Demand Models for the ASEAN Region (아세안지역의 국가간 여객통행수요 추정모형 구축에 관한 연구)

  • Mun, Jin-Su;Park, Jun-Hwan;Jung, Ho-Young
    • Journal of Korean Society of Transportation
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    • v.26 no.6
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    • pp.7-15
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    • 2008
  • Due to the limitations in the statistical data, the existing studies adopted rough methodologies with strong assumptions in the estimation of international passenger travel demand forecast in the ASEAN region. This study aims to develop international passenger travel demand models using scientific methodologies. This study proposes a direct demand model using the immigration and emigration data between countries in the region. This is because of the difficulty of estimating trip generation and trip distribution separately due to the data limitation in the region. As there does not exist the mode choice model for the region, this study estimates a mode choice model using the Stated Preference technique. The mode choice model is separated into three categories of models according to the range of distance between the origin and destination of travel; this is to reflect the different behavior in mode choice according to the travel distance. The result of model estimations suggests that the estimated models produce resonable results statistically. It is expected that the proposed models are useful for the future travel demand estimation in the ASEAN region.