Operational performance comparison of four unconventional intersection designs using micro-simulation

被引:55
作者
Autey, Jarvis [1 ]
Sayed, Tarek [1 ]
El Esawey, Mohamed [2 ]
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Ain Shams Univ, Dept Civil Engn, Cairo, Egypt
关键词
micro-simulation; traffic operations; unconventional intersections; SIGNALIZED CROSSOVER INTERSECTION;
D O I
10.1002/atr.181
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Several unconventional intersection designs have been proposed as an innovative approach to mitigate congestion at heavily congested at-grade signalized intersections. Many of these unconventional designs were shown to outperform conventional intersections in terms of the average control delay and the overall intersection capacity. Little research has been conducted to compare the performance of these unconventional intersections to each other under different volume conditions. This study evaluated and compared the operational performance of four unconventional intersection schemes: the crossover displaced left-turn (XDL), the upstream signalized crossover (USC), the double crossover intersection (DXI) (i.e., half USC), and the median U-turn (MUT). The micro-simulation software vissim (PTV Planung Transport Verkehr AG, Karlsruhe, Germany) was used to model and analyze the four unconventional intersections as well as a counterpart conventional one. The results showed that the XDL intersection constantly exhibited the lowest delays at nearly all tested balanced and unbalanced volume levels. The operational performance of both the USC and the DXI was similar in most volume conditions. The MUT design, on the other hand, was unable to accommodate high approach volumes and heavy left-turn traffic. The capacity of the XDL intersection was found to be 99% higher than that of the conventional intersection, whereas the capacity of the USC and the DXI intersections was about 50% higher than that of the conventional intersection. The results of this study can provide guidance on choosing among alternative unconventional designs according to the prevailing traffic conditions at an intersection. Copyright (c) 2012 John Wiley & Sons, Ltd.
引用
收藏
页码:536 / 552
页数:17
相关论文
共 25 条
[1]  
Abramson P., 1995, 4 ANN S INT TRANSP O, P2
[2]  
[Anonymous], 2008, VISSIM VERS 5 1 MAN
[3]  
[Anonymous], FHWA PUBL
[4]  
Bared JG, 2002, ITE J, V72, P50
[5]   Design and operational performance of double crossover intersection and diverging diamond interchange [J].
Bared, JG ;
Edara, PK ;
Jagannathan, R .
GEOMETRIC DESIGN AND THE EFFECTS ON TRAFFIC OPERATIONS 2005, 2005, (1912) :31-38
[6]  
Chlewicki G., 2003, 2 URBAN STREET S
[7]   Performance Analysis of Parallel Flow Intersection and Displaced Left-Turn Intersection Designs [J].
Dhatrak, Amit ;
Edara, Praveen ;
Bared, Joe G. .
TRANSPORTATION RESEARCH RECORD, 2010, (2171) :33-43
[8]   Comparison of two unconventional intersection schemes - Crossover displaced left-turn and upstream signalized crossover intersections [J].
El Esawey, Mohamed ;
Sayed, Tarek .
TRANSPORTATION RESEARCH RECORD, 2007, (2023) :10-19
[9]   Unconventional USC intersection corridors: evaluation of potential implementation in Doha, Qatar [J].
El Esawey, Mohamed ;
Sayed, Tarek .
JOURNAL OF ADVANCED TRANSPORTATION, 2011, 45 (01) :38-53
[10]  
GOLDBLATT R, 1994, ITE J, V64, P35