Authors: Xianfeng Yang, Yao Cheng and Gang-len Chang
Journal: Transportation Research Part C, 2015
Abstract:
To contend with congestion and spillback on commuting arterials, serving as connectors between freeway and surface-street flows, this paper presents three multi-path progression models to offer progression bands for multiple critical path-flows contributing to the high volume in each arterial link. The first proposed model is a direct extension of MAXBAND under a predetermined phasing plan, but using the path-flow data to yield the progression bands. The second model further takes the phase sequence at each intersection as a decision variable, and concurrently optimizes the signal plans with offsets for the entire arterial. Due to the competing nature of multi-path progression flows over the same green duration, the third model is proposed with a function to automatically select the optimal number of paths in their bandwidths maximization process. The results of extensive simulation studies have shown that the proposed models outperform conventional design methods, such as MAXBAND or TRANSYT, especially for those arterials with multiple heavy path-flows. The research results from this study have also reflected the need to collect more traffic pattern data such as major path-flow volumes, in addition to the typical intersection volume counts.

Authors: Kyeong-Pyo Kang , Gang-Len Chang and Nan Zou
Journal: Transportation Research Record, No. 1877, 2004
Abstract:
Despite the well recognized fact that a proper control of traffic speed can contribute to both reduction in accidents and efficiency of highway operations, most existing speed control strategies implemented in Europe and U.S. tend to aim only at improving traffic safety.  This research intends to present an on-line algorithm for variable speed limit (VSL) control at highway work zones that can take full advantage of its dynamic functions and concurrently achieve the objectives of throughput maximization as well as accident minimization.

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Authors: Kyeong-Pyo Kang and Gang-Len Chang
Journal: IEEE Transactions on Intelligent Transportation Systems, Vol. 7, No. 1, March 2006
Abstract:
This paper proposes a new speed control strategy, named time-of-day speed limit (TOD SL) control, for highway work-zone operations.  The main purposes of the TOD SL control are to overcome the difficulty in setting the optimal real-time speed limit due to the lack of detectors, and to maximize the use of available data such as the historical volume data on the target work zone.  Its core logic is to divide the entire day of operations into a number of control periods and to accommodate the time-varying traffic conditions within each control period.  The measure of effectiveness (MOE) selected in the TOD SL model takes into account both the operational efficiency and traffic safety.  To encompass all possible traffic conditions during each control period, the control model employs traffic flow relations calibrated from historical data to estimate the speed and density data with available volume under possible traffic scenarios.  The performance of the proposed TOD SL control has been evaluated with the simulation experiments, and compared with the other speed control strategies based on the selected measures of effectiveness.

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Authors: PEI-WEI LIN, KYEONG-PYO KANG, and GANG-LEN CHANG
Journal: Journal of Intelligent Transportation Systems, 8:1–14, 2004
Abstract:
Despite the well recognized fact that a proper control of traffic speed can contribute to both reduction in accidents and efficiency of highway operations, most existing strategies for work-zone speed control in either Europe or the U.S. tend to primarily focus on improving traffic safety. This article presents two online algorithms for variable speed limit (VSL) controls at highway work zones that can take full advantage of all dynamic functions and concurrently achieve the objectives of queue reduction or throughput maximization. To evaluate the effectiveness of these proposed algorithms, this study has conducted extensive experiments based on simulated highway systems that have been calibrated with field data. The results of these simulation analyses have confirmed that VSL algorithms can yield a substantial increase in both work-zone throughputs and reduction in total vehicle delays. Moreover, traffic flows implementing VSL controls tend to exhibit lower speed variances than other non-controlled traffic scenarios. The speed variance reduction may indirectly contribute to improving the overall traffic safety in work zones.

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Authors: Pei-Wei Lin and Gang-Len Chang
Journal: Transportation Research Record: Journal of the Transportation Research Board, No. 1923, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 110?18.
Abstract:
This study presents a robust model for estimating the dynamic freeway origin-destination matrix with a measurable time series of ramp and mainline flows. The proposed model captures the speed variance among vehicles having the same departure time, origin, and destination with an embedded travel time distribution function that results in a substantial reduction in model parameters. With the developed solution algorithm, the proposed model offers the potential use in a network of realistic size such as the I-95 freeway corridor between the Maryland I-695 and I-495 beltways. Extensive numerical analyses with respect to the sensitivity of both input measurement errors and the selection of initial parameters have revealed that the proposed model is sufficiently robust for real-world applications.

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