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A Comparison among Manual and Automatic Calibration Methods in VISSIM in an Expressway (Chihuahua, Mexico)

A Comparison among Manual and Automatic Calibration Methods in VISSIM in an Expressway (Chihuahua, Mexico)

作     者:Daphne Espejel-Garcia Jose Alejandro Saniger-Alba Gilberto Wenglas-Lara Vanessa Veronica Espejel-Garcia Alejandro Villalobos-Aragon 

作者机构:Facultad de Ingenieria Universidad Autonoma de Chihuahua Chihuahua Mexico PTV Group Mexico Ciudad de Mexico Mexico 

出 版 物:《Open Journal of Civil Engineering》 (土木工程期刊(英文))

年 卷 期:2017年第7卷第4期

页      面:539-552页

学科分类:1002[医学-临床医学] 100214[医学-肿瘤学] 10[医学] 

主  题:VISSIM Genetic Algorithm Calibration Expressway Chihuahua 

摘      要:Traffic microsimulation is an essential tool in urban transportation and road planning. Its calibration is essential to attain representative results validated with real-world conditions. VISSIM (Verkehr in Städten—SIMulationsmodell) operates with the Wiedemann’s psycho-physical car-following model for freeway travel that considers safety distances (standstill and movement) during simulation. Calibration in this paper was achieved by using two different approaches: a) manual and b) genetic algorithm (with the GEH statistic formula) calibration techniques. Calibration and validation of this model were performed at the Periferico de la Juventud expressway in Chihuahua City, in northern Mexico. The Periferico de la Juventud (PDJ) has a N-S orientation and a length of ca. 20 km, with its northern section being its most congested portion. Its highest vehicle volume occurs at noon, with 3700 vehicles per hour, with 95% being passenger cars and the other 5% heavy goods vehicles. PDJ’s speed limit is 70 km·h-1, but the driver’s behavior has a tendency towards the aggressive performance. A total of 82 standstill and 82 look-ahead distances were obtained from unmanned aerial vehicles (UAV) images, with values ranging from 0.8 to 4.7 m and from 0.2 to 28 m, respectively. VISSIM calibrated parameter values were calculated for this expressway, being slightly above than the VISSIM default ones;and was validated with travel times and look-ahead distances. Results contribute information for the city’s future installment of public transportation systems, and should help decision makers deal with future urban planning.

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