Simulation of Exclusive Truck Facilities on Urban Freeways

被引:20
作者
Abdelgawad, Hossam [1 ]
Abdulhai, Baher [1 ]
Amirjamshidi, Glareh
Wahba, Mohamed [2 ]
Woudsma, Clarence [3 ]
Roorda, Matthew J.
机构
[1] Univ Toronto, Dept Civil Engn, Toronto ITS Ctr & Testbed, Toronto, ON M5S 1A4, Canada
[2] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T, Canada
[3] Univ Waterloo, Sch Planning, Waterloo, ON N2L 3G1, Canada
关键词
Exclusive truck facility; Microscopic simulation; Freeway operations; Freight movements;
D O I
10.1061/(ASCE)TE.1943-5436.0000234
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper assesses the impact of exclusive truck facilities on urban freeway performance. A large-scale regional microscopic traffic simulation model is developed for morning and afternoon peak hours and is used to model two alternative truckway configurations in the Greater Toronto Area (GTA), including a truck-only highway and a truck lane conversion on Highway 401. Demand inputs to the microsimulation model are generated by a regional transportation demand model that provides origin-destination (OD) matrices for light, medium, and heavy trucks and passenger cars. Plug-ins are developed to represent a truck-only lane in the simulation environment. The simulation model is successfully calibrated to reflect observed road counts and to produce realistic congestion patterns. The effect of infrastructure changes on travel distances, travel times, exclusive truck lane usage, and travel speeds is assessed. Microscopic simulation allows queuing formation/dissipation and bottlenecks to be represented and allows for separate analysis of truck and car performance. Addition of a 4-lane truck-only highway results in greater travel time improvements for trucks, and it sometimes results in shifting of traffic bottlenecks on Highway 401 to downstream locations. Conversion of a freeway lane on Highway 401 results in increased congestion for passenger cars, but improved travel speeds for trucks. Both scenarios show truck facility usage ranges from 100 to 800 trucks per hour per direction. DOI: 10.1061/(ASCE)TE.1943-5436.0000234. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:547 / 562
页数:16
相关论文
共 26 条
[1]  
[Anonymous], 2006, COST URB CONG CAN
[2]   Calibration of microscopic traffic simulation models - Methods and application [J].
Balakrishna, Ramachandran ;
Antoniou, Constantinos ;
Ben-Akiva, Moshe ;
Koutsopoulos, Haris N. ;
Wen, Yang .
TRANSPORTATION RESEARCH RECORD, 2007, (1999) :198-207
[3]   Online Implementation of DynaMIT: A Prototype Traffic Estimation and Prediction Program [J].
Park, Byungkyu ;
Lee, Joyoung ;
Pampati, Devi M. ;
Smith, Brian L. .
KSCE JOURNAL OF CIVIL ENGINEERING, 2008, 12 (02) :129-140
[4]  
*DAT MAN GROUP, 2004, GTA NETW COD STAND 2
[5]  
Dowling R., 2004, FHWA-HRT-04-040
[6]   Safety Evaluation of Truck Lane Restriction Strategies Using Microsimulation Modeling [J].
El-Tantawy, Samah ;
Djavadian, Shadi ;
Roorda, Matthew J. ;
Abdulhai, Baher .
TRANSPORTATION RESEARCH RECORD, 2009, (2099) :123-131
[7]  
FEKPE E, 2007, P 42 ANN M CAN TRANS
[8]  
FISCHER MJ, 2002, TRANSPORT RES REC, V1833, P73
[9]  
GARBER NJ, 2007, P 86 ANN M TRANSP RE
[10]   The principles of calibrating traffic microsimulation models [J].
Hollander, Yaron ;
Liu, Ronghui .
TRANSPORTATION, 2008, 35 (03) :347-362