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Signal timing of intersections using integrated optimization of traffic quality,emissions and fuel consumption: a note
Institution:1. Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA 70803, USA;2. Department of Traffic Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;3. Department of Civil and Environmental Engineering, University of Missouri – Columbia, Columbia, MO 65211, USA;1. University of Florida, 365 Weil Hall, PO Box 116580, Gainesville, FL 32611, United States;2. Department of CISE, University of Florida, Gainesville, FL 32611, United States;1. University of Shanghai for Science and Technology, 516 Jungong Road, Shanghai, PR China;2. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, 4800 Cao’an Road, Shanghai, PR China;3. Department of Systems and Industrial Engineering, University of Arizona, Tucson, AZ, USA;1. School of Highway, Chang’an University, Middle Section of Nan Er’huan Road, Xi’an, Shaanxi, 710064, PR China;2. Shenzhen Urban Transport Planning Center, Shenzhen Bay Technology Ecological Park Building 9, Shenzhen, Guangdong, 518000, PR China
Abstract:In the proposed signal timing model, a performance index function for optimization is defined to reduce vehicle delays, fuel consumption and emissions at intersections. The model optimizes the signal cycle length and green time by considering the constraint of a minimum green time to allow pedestrians to cross. The data used in a case study is from an intersection in Nanjing city. The relationships between the signal cycle length and vehicle delay, fuel consumption, emission, and performance index function are analyzed.
Keywords:
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