research report

CTM-based optimal signal control strategies in urban networks

Abstract

This research introduces a novel analytical framework in deriving invariant averaged models for signalized intersections in urban networks, using the capability of the cell transmission model (CTM) to capture the detailed traffic dynamics such as the formation, propagation, and dissipation of congestion arising at network junctions. Generally, the CTM formulates the optimization problem as a mixed-integer linear-programming (MILP) problem, which introduce many binary variables for large-scale urban networks and is difficult to solve. The approach aims to derive invariant averaged models to eliminate the binary variables introduced by the traffic signals. For the purpose of simplicity, the approach emphasizes on a signalized linear junction connecting one upstream link with one downstream link. Using the Cell Transmission Model (CTM) simulation on a signalized ring road, the authors demonstrate that the invariant averaged model is a reasonable approximation to the original supply-demand model with binary signals. Due to the existence of merging behaviors, the authors introduce two new terms while deriving the averaged model: Effective Demand and Merging Priority. With these two new terms, the authors follow similar procedures as those in the linear junction, and derive the corresponding invariant averaged model for the merging junction. The authors further show that the derived averaged model for the signalized linear junction is just one special case of the one for the signalized merging junction with empty demand in one of the upstream links.

Suggested Citation
Wenlong Jin and QI-JIAN GAN (2017) CTM-based optimal signal control strategies in urban networks. Final Report CA17-2912. ITS-Irvine. Available at: http://www.dot.ca.gov/research/researchreports/reports/2017/CA17-2912_FinalReport.pdf.

Phd Dissertation

Real Options Models for Better Investment Decisions in Road Infrastructure under Demand Uncertainty

Abstract

An efficient transportation system requires adequate and well-maintained infrastructure to relieve congestion, reduce accidents, and promote economic competitiveness. However, there is a growing gap between public financial commitments and the cost of maintaining, let alone expanding the U.S. road transportation infrastructure. Moreover, the tools used to evaluate transportation infrastructure investments are typically deterministic and rely on present value calculations, even though it is well-known that this approach is likely to result in sub-optimal decisions in the presence of uncertainty, which is pervasive in transportation infrastructure decisions. In this context, the purpose of this dissertation is to propose a framework based on real options and advanced numerical methods to make better road infrastructure decisions in the presence of demand uncertainty. I first develop a real options framework to find the optimal investment timing, endogenous toll rate, and road capacity of a private inter-city highway under demand uncertainty. Traffic congestion is represented by a BPR function, competition with an existing road is captured by user equilibrium, and travel demand between the two cities follows a geometric Brownian motion with a reflecting upper barrier. I derive semi-analytical solutions for the investment threshold, the dynamic toll rates and the optimum capacity. The result shows the importance of modeling congestion and an upper demand barrier – features that are missing from previous studies. I then extend this real options framework to study two additional ways of funding an inter-city highway project: with public funds or via a Public-Private Partnership (PPP). Using Monte Carlo simulation, I investigate the value of a non-compete clause for both a local government and for private firms involved in the PPP.Since road infrastructure investments are rarely made in isolation, I also extend my real options framework to the multi-period Continuous Network Design Problem (CNDP), to analyze the investment timing and capacity of multiple links under demand uncertainty. No algorithm is currently available to solve the multi-period CNDP under uncertainty in a reasonable time. I propose and test a new algorithm called “Approximate Least Square Monte Carlo simulation” that dramatically reduces the computing time to solve the CNDP while generating accurate solutions.

Suggested Citation
Ke Wang (2017) Real Options Models for Better Investment Decisions in Road Infrastructure under Demand Uncertainty. Ph.D.. UC Irvine. Available at: https://uci.primo.exlibrisgroup.com/permalink/01CDL_IRV_INST/17uq3m8/alma991010333159704701 (Accessed: October 12, 2023).

Preprint Journal Article

Provably safe and human-like car-following behaviors: Part 1. Analysis of phases and dynamics in standard models

Abstract

Trajectory planning is essential for ensuring safe driving in the face of uncertainties related to communication, sensing, and dynamic factors such as weather, road conditions, policies, and other road users. Existing car-following models often lack rigorous safety proofs and the ability to replicate human-like driving behaviors consistently. This article applies multi-phase dynamical systems analysis to well-known car-following models to highlight the characteristics and limitations of existing approaches. We begin by formulating fundamental principles for safe and human-like car-following behaviors, which include zeroth-order principles for comfort and minimum jam spacings, first-order principles for speeds and time gaps, and second-order principles for comfort acceleration/deceleration bounds as well as braking profiles. From a set of these zeroth- and first-order principles, we derive Newell’s simplified car-following model. Subsequently, we analyze phases within the speed-spacing plane for the stationary lead-vehicle problem in Newell’s model and its extensions, which incorporate both bounded acceleration and deceleration. We then analyze the performance of the Intelligent Driver Model and the Gipps model. Through this analysis, we highlight the limitations of these models with respect to some of the aforementioned principles. Numerical simulations and empirical observations validate the theoretical insights. Finally, we discuss future research directions to further integrate safety, human-like behaviors, and vehicular automation in car-following models, which are addressed in Part 2 of this study citep{jin2025WA20-02_Part2}, where we develop a novel multi-phase projection-based car-following model that addresses the limitations identified here.

Suggested Citation
Wen-Long Jin (2025) “Provably safe and human-like car-following behaviors: Part 1. Analysis of phases and dynamics in standard models”. arXiv. Available at: 10.48550/arXiv.2505.09987.

working paper

In-Laboratory Experiments to Analyze Enroute Driver Behavior Under ATIS

Abstract

This paper discusses preliminary results from an in-laboratory experiment to study enroute driver behavior under ATIS. The case study was conducted using FASTCARS (Freeway and Arterial Street Traffic Conflict Arousal and Resolution Simulator), an interactive microcomputer-based travel choice simulator. The experiment was designed to both exhibit the value of using computer simulation for data collection and to explore factors that influence and induce changes in enroute driver behavior. A range of statistical methods were applied on both a driver and an enroute event basis to investigate underlying relationships between driver behavior and the selection and utilization of real-time information technologies. Logit models were developed for both primary and secondary diversion behavior, incorporating variables that capture the utility choice associated with enroute decision processes. Utility assessment modeling was performed to examine the potential benefits of in-vehicle navigation systems. The analyses suggest that driver familiarity both with travel conditions and network layout strongly influences driver behavior and need to acquire information. The initial results indicate that although real-time information acquisition is generally useful for clarifying drivers’ perceptions of travel conditions and assisting with route choice decisions, the value of information acquisition may decrease among more experienced drivers.

Suggested Citation
Jeffrey L. Adler, Wilfred W. Recker and Michael G. McNally (1993) In-Laboratory Experiments to Analyze Enroute Driver Behavior Under ATIS. Working Paper No. 148. Institute of Transportation Studies, UC Irvine: University of California Transportation Center. Available at: https://escholarship.org/uc/item/2d92p057.

conference paper

Development of a real-time on-road emissions estimation and monitoring system

2011 14th international IEEE conference on intelligent transportation systems (ITSC)

Abstract

Transportation has been a significant contributor to total greenhouse gas and criteria air pollutant emissions. Emission mitigation strategies are essential in reducing transportation’s impacts on the environment. In order to effectively develop and evaluate on-road emissions reduction strategies, it is important to have an information support system which can estimate and monitor on-road emissions under real world traffic operations. Emission data provided by such a system can be used to identify emission hot spots and their causes, and to develop and evaluate reduction strategies. In this paper, a system is developed to estimate and monitor operational on-road emissions with high accuracy and resolution in real time. The two sets of critical information for emission estimation, vehicle mix and vehicle activity, are directly generated from traffic detection using inductive vehicle signature technology. An initial implementation on a section of the I-405 freeway at Irvine, California is demonstrated. With more widespread deployment, the system can be used to perform before-and-after evaluation of certain mitigation strategies, to develop time sensitive optimal traffic control strategies with the purpose to control emissions, and to provide high fidelity greenhouse gas and air quality information to policymakers, researchers, and the general public.

Suggested Citation
Hang Liu, Yeow Chern Andre Tok and Stephen G. Ritchie (2011) “Development of a real-time on-road emissions estimation and monitoring system”, in 2011 14th international IEEE conference on intelligent transportation systems (ITSC). IEEE / IEEE, pp. 1821–1826. Available at: 10.1109/itsc.2011.6083006.

published journal article

Measuring strategic firm interaction in product-quality choices: The case of airline flight frequency

Economics of Transportation

Publication Date

March 1, 2014

Author(s)

Jan Brueckner, Dan Luo
Suggested Citation
Jan K. Brueckner and Dan Luo (2014) “Measuring strategic firm interaction in product-quality choices: The case of airline flight frequency”, Economics of Transportation, 3(1), pp. 102–115. Available at: 10.1016/j.ecotra.2014.04.004.

published journal article

Decision analysis with geographically varying outcomes: Preference models and illustrative applications

Operations Research

Publication Date

February 1, 2014

Author(s)

Jay Simon, Craig W. Kirkwood, Robin Keller
Suggested Citation
Jay Simon, Craig W. Kirkwood and L. Robin Keller (2014) “Decision analysis with geographically varying outcomes: Preference models and illustrative applications”, Operations Research, 62(1), pp. 182–194. Available at: 10.1287/opre.2013.1217.

published journal article

Sources of social support after patient assault as related to staff well-being

Journal of interpersonal violence

Publication Date

October 1, 2017

Author(s)

Erin L. Kelly, Karissa M. Fenwick, John S. Brekke, Raymond Novaco
Suggested Citation
Erin L. Kelly, Karissa M. Fenwick, John S. Brekke and Raymond W. Novaco (2017) “Sources of social support after patient assault as related to staff well-being”, Journal of interpersonal violence, p. 088626051773877. Available at: 10.1177/0886260517738779.

conference paper

GA-based parameter optimization for the ALINEA ramp metering control

Proceedings. The IEEE 5th international conference on intelligent transportation systems

Publication Date

January 1, 2002

Author(s)

Xu Yang, LY Chu, Will Recker

Abstract

ALINEA, a local feedback romp-metering strategy, has been shown to be a remarkably simple, highly efficient and easy application. This paper presents a microscopic simulation-based method to optimize the operational parameters of the algorithm, as an alternative to the difficult task of fine-tuning them In real-world testing. Four parameters, including the update cycle of the metering rate, a constant regulator, the location and the desired occupancy of the downstream detector station, are considered. A Genetic Algorithm that searches the optimal combination of parameter values Is employed. Simulation results show that the genetic algorithm is able to find a set of parameter values that can optimize the performance of the ALINEA algorithm.

Suggested Citation
X Yang, LY Chu and W Recker (2002) “GA-based parameter optimization for the ALINEA ramp metering control”, in . Cheu, RL and Srinivasan, D and Lee, DH (ed.) Proceedings. The IEEE 5th international conference on intelligent transportation systems. IEEE, pp. 627–632. Available at: 10.1109/itsc.2002.1041291.