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  • Mobility and traffic research  (8)
  • 1
    Online Resource
    Online Resource
    SAGE Publications ; 2018
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2672, No. 48 ( 2018-12), p. 58-68
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2672, No. 48 ( 2018-12), p. 58-68
    Abstract: Origin–destination (OD) demand is an indispensable component for modeling transportation networks, and the prevailing approach to estimating OD demand using traffic data is through bi-level optimization. A bi-level optimization approach considering equilibrium constraints is computationally challenging for large-scale networks, which prevents the OD estimation (ODE) being scalable. To solve for ODE in large-scale networks, this paper develops a generalized single-level formulation for ODE incorporating stochastic user equilibrium (SUE) constraints. Two single-level ODE models are specifically discussed and tested. One employs a SUE based on the satisfaction function, and the other is based on the Logit model. Analytical properties of the new formulation are analyzed. The estimation methods are proven to be unbiased. Gradient-based algorithms are proposed to solve for this formulation. Numerical experiments are conducted on a small network and a large network, along with sensitivity analysis on sensor locations, historical OD information and measurement error. Results indicate that the new single-level formulation, in conjunction with the proposed solution algorithms, can achieve accuracy comparable with the bi-level formulation, while being much more computationally efficient for large networks.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2018
    detail.hit.zdb_id: 2403378-9
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  • 2
    Online Resource
    Online Resource
    SAGE Publications ; 2017
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2623, No. 1 ( 2017-01), p. 29-39
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2623, No. 1 ( 2017-01), p. 29-39
    Abstract: Traffic state estimation (TSE) is used for real-time estimation of the traffic characteristics (such as flow rate, flow speed, and flow density) of each link in a transportation network, provided with sparse observations. The complex urban road dynamics and flow entry and exit on urban roads challenge the application of TSE on large-scale urban road networks. Because of increasingly available data from various sources, such as cell phones, GPS, probe vehicles, and inductive loops, a theoretical framework is needed to fuse all data to best estimate traffic states in large-scale urban networks. In this context, a Bayesian probabilistic model to estimate traffic states is proposed, along with an expectation–maximization extended Kalman filter (EM-EKF) algorithm. The model incorporates a mesoscopic traffic flow propagation model (the link queue model) that can be computationally efficient for large-scale networks. The Bayesian framework can seamlessly integrate multiple data sources for best inferring flow propagation and flow entry and exit along roads. A synthetic test bed was created. The experiments show that the EM-EKF algorithm can promptly estimate traffic states. Another advantage is that the EM-EKF can update its model parameters in real time to adapt to unknown traffic incidents, such as lane closures. Finally, the proposed methodology was applied to estimating travel speed for an urban network in the Washington, D.C., area and resulted in satisfactory estimation results with an 8.5% error rate.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2017
    detail.hit.zdb_id: 2403378-9
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2014
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2460, No. 1 ( 2014-01), p. 66-76
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2460, No. 1 ( 2014-01), p. 66-76
    Abstract: Short-term freeway traffic speed prediction is essential to improving mobility and roadway safety. It has been a challenging and unresolved issue. Traffic speed prediction can be applied to enhance the intelligent freeway traffic management and control for applications such as operational and regulation planning. For example, with more reliable traffic speed prediction, the advanced traveler information system can provide travelers with predictive travel time information and optimal routing, which allows them to arrange their schedules accordingly. Moreover, traffic managers can use the predicted information to deploy various traffic management strategies to increase system efficiency. In this paper, a hybrid empirical mode decomposition (EMD) and autoregressive integrated moving average (ARIMA) (or EMD-ARIMA) approach was developed to predict the short-term traffic speed on freeways. In general, there were three stages in the hybrid EMD-ARIMA forecasting framework. The first was the EMD stage, which decomposed the freeway traffic speed time series data into a number of intrinsic mode function (IMF) components and a residue. The second stage was to find the appropriate ARIMA model for each IMF and residue and then make predictions on the basis of the appropriate ARIMA model. The third stage was to combine the prediction results of each IMF and residue to make the predictions. The experimental results indicated that the proposed hybrid EMD-ARIMA framework was capable of predicting short-term freeway traffic speed with high accuracy.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2014
    detail.hit.zdb_id: 2403378-9
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2011
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2263, No. 1 ( 2011-01), p. 9-18
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2263, No. 1 ( 2011-01), p. 9-18
    Abstract: “Individual path marginal cost” (IPMC) is defined as the change in travel cost of one unit of flow on a time-dependent path caused by one unit of flow on another time-dependent path. Knowledge of IPMC is central to dynamic transportation modeling, for instance, to compute system-optimal network performance, to solve a dynamic origin–destination (O-D) estimation problem, and to analyze equity issues for travelers with different origins and destinations. This paper proposes a method of approximating IPMC for general networks, in which a cell transmission model–based kinematic wave model is used to model traffic dynamics. By tracing the changes in the cumulative flow curves of the bottleneck links on which queues form during dynamic network loading, an approximation method is developed to obtain the IPMC for the cases of merge junctions, diverge junctions, and general junctions. This method was applied to compute the total path marginal cost in a network. The results showed that vehicles at the beginning of the congestion duration had significantly larger marginal travel costs than other vehicles. The method was then applied to solve a dynamic O-D estimation problem with partial link-flow counts and historical O-D trip tables. With the incorporation of IPMC into the estimation procedure, both the O-D demands and the observed path travel times were successfully reproduced.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2011
    detail.hit.zdb_id: 2403378-9
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  • 5
    Online Resource
    Online Resource
    SAGE Publications ; 2018
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2672, No. 8 ( 2018-12), p. 475-484
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2672, No. 8 ( 2018-12), p. 475-484
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2018
    detail.hit.zdb_id: 2403378-9
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 2016
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2559, No. 1 ( 2016-01), p. 81-89
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2559, No. 1 ( 2016-01), p. 81-89
    Abstract: This paper describes a smart parking sensing and information system that disseminates parking availability information to public users in a cost-effective and efficient manner. The hardware framework of the system is built on advanced wireless sensor networks and cloud service over the Internet, and the system is highly scalable. The parking information provided to the users is set in the form of occupancy rates and expected cruising time. Both are obtained from an analytical algorithm that processes historical and real-time data and are then visualized in a color theme. The entire parking system is deployed and extensively evaluated at Stanford University, California, Parking Structure 1.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2016
    detail.hit.zdb_id: 2403378-9
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 2015
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2489, No. 1 ( 2015-01), p. 77-85
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2489, No. 1 ( 2015-01), p. 77-85
    Abstract: Parking occupancy information is central to the management of parking and traffic demand. This study proposed efficient unsupervised learning algorithms to predict parking occupancy rates. Two types of predictions were studied: (a) an offline prediction, in which next-day occupancy was predicted by using historical data along with various features (day of week, weather, seasonality), and (b) an online prediction, in which occupancy of future hours of the current day was predicted with both historical and real-time data. The two models can be applied to both off-street and on-street parking. Two data sources were used: parking payment kiosks for a visitors' parking garage and newly deployed real-time spot-by-spot parking sensors for a commuter garage. It was found that, with a proper set of features, the offline method could successfully distinguish different flow patterns, congested or underused, with intensive or mild arrival and departure rates. The offline procedure significantly outperformed both the historical and the previous day's average. The online method provided generally more accurate predictions than the offline method because it learned from the real-time occupancy data. As time progressed, the mean and maximum error rates of the online prediction decreased to a level well below both the historical average and the offline prediction error. A sharp decline of the prediction error could be obtained when sufficient real-time occupancy data were collected and the type of flow pattern was identified (around 9:00 a.m. in a case study).
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2015
    detail.hit.zdb_id: 2403378-9
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 2017
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2649, No. 1 ( 2017-01), p. 20-27
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2649, No. 1 ( 2017-01), p. 20-27
    Abstract: Bus fares may be collected when passengers board or immediately before they alight. Little work has been done to quantify the impacts of entry fare and exit fare policies on passenger stop delay, namely the dwell time. The Port Authority of Allegheny County (PAAC), Pennsylvania, is one of few mass transit systems to currently employ both entry fare and exit fare policies. PAAC’s alternating fare policy offers an ideal natural experiment for investigating the effect of fare collection policy on dwell time. PAAC automated passenger counter and automatic vehicle location data were analyzed to estimate dwell time under no fare collection and entry fare and exit fare policies. The study found that the choice of fare policy can significantly affect the dwell time associated with fare payment but also that the effect of fare policy varies with route characteristics. The findings suggest that a transit system that seeks to minimize the contribution of fare payment to total trip dwell time may be most effective by operating an entry fare policy on local routes with frequent stops and evenly distributed ridership and an exit fare policy on express and bus rapid transit routes with fewer stops and substantial passenger movements at major stops.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2017
    detail.hit.zdb_id: 2403378-9
    Location Call Number Limitation Availability
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