Microsimulation approach for evaluation of reversible lane operation on urban undivided roads in mixed traffic

ABSTRACT Most of the urban cities in emerging countries consist of a large proportion of undivided roads which carry mixed traffic with non-lane discipline. Vehicular maneuvers on such roads are complex and also, traffic flow in a particular direction is predominant compared to other direction which increases the congestion. Possible ways to reduce congestion are to improve the operation of existing road systems through better traffic management measures. The objective of this research work is to evaluate reversible lane (tidal flow) operation using a microscopic simulation model developed specifically for urban undivided roads in mixed traffic. The concept of influence area is introduced in the model to identify the most influencing leader vehicle. The impact of reversible lane operation on road capacity is studied using different vehicular compositions commonly observed on urban arterials in Indian cities. Results shows that there is an improvement in capacity during peak hours after implementing reversible lanes.

[1]  Charisma F. Choudhury,et al.  Modelling acceleration decisions in traffic streams with weak lane discipline: a latent leader approach , 2016 .

[2]  Karthik K. Srinivasan,et al.  Characteristics of Mixed Traffic on Urban Arterials with Significant Volumes of Motorized Two-Wheelers , 2012 .

[3]  V. Thamizh Arasan,et al.  Methodology for Modeling Highly Heterogeneous Traffic Flow , 2005 .

[4]  J. Barceló.  TSS / Microscopic Traffic Simulation for ITS Analysis 1 MICROSCOPIC TRAFFIC SIMULATION : A TOOL FOR THE ANALYSIS AND ASSESSMENT OF ITS SYSTEMS , 2002 .

[5]  Peter Vortisch,et al.  VALIDATION OF THE MICROSCOPIC TRAFFIC FLOW MODEL VISSIM IN DIFFERENT REAL-WORLD SITUATIONS , 2001 .

[6]  Rahim F Benekohal,et al.  Comparison of Car-Following Models for Simulation , 1999 .

[7]  Justin Geistefeldt,et al.  Traffic flow at a freeway work zone with reversible median lane , 2016 .

[8]  Partha Pratim Dey,et al.  Simulation of Mixed Traffic Flow on Two-Lane Roads , 2008 .

[9]  Timothy George Oketch.  New Modeling Approach for Mixed-Traffic Streams with Nonmotorized Vehicles , 2000 .

[10]  Partha Chakroborty,et al.  Microscopic Modeling of Driver Behavior in Uninterrupted Traffic Flow , 2004 .

[11]  Lily Elefteriadou,et al.  Some Guidelines for Selecting Microsimulation Models for Interchange Traffic Operational Analysis , 2005 .

[12]  Antonio Ramírez-Treviño,et al.  A modeling framework for urban traffic systems microscopic simulation , 2010, Simul. Model. Pract. Theory.

[13]  Chen Guo,et al.  Operational characteristics of mixed traffic flow under bi-directional environment using cellular automaton , 2014 .

[14]  Stefan Krauss,et al.  MICROSCOPIC MODELING OF TRAFFIC FLOW: INVESTIGATION OF COLLISION FREE VEHICLE DYNAMICS. , 1998 .

[15]  Tom V. Mathew,et al.  Towards Behavioral Modeling of Drivers in Mixed Traffic Conditions , 2016 .

[16]  J. Meng,et al.  Cellular automaton model for mixed traffic flow with motorcycles , 2007 .

[17]  Akhilesh Kumar Maurya,et al.  Development of Simulation Model for Heterogeneous Traffic with No Lane Discipline , 2013 .

[18]  Gowri Asaithambi,et al.  Estimation of Motorcycle Unit for Motorcycle Dominated Mixed Traffic on Urban Roads in India , 2016 .

[19]  Ling Li,et al.  A Cell Automation Traffic Flow Model for Mixed Traffic , 2013 .

[20]  Hao Wang,et al.  Study on Flow Direction Changing Method of Reversible Lanes on Urban Arterial Roadways in China , 2013 .

[21]  Tomer Toledo,et al.  Driving Behaviors: Models and Challenges for Non-Lane Based Mixed Traffic , 2016 .

[22]  Rahim F Benekohal,et al.  CARSIM: CAR-FOLLOWING MODEL FOR SIMULATION OF TRAFFIC IN NORMAL AND STOP-AND-GO CONDITIONS , 1988 .

[23]  Karthik K. Srinivasan,et al.  Evaluation of Different Vehicle Following Models Under Mixed Traffic Conditions , 2013 .

[24]  H T Fritzsche,et al.  A MODEL FOR TRAFFIC SIMULATION , 1994 .

[25]  Karthik K. Srinivasan,et al.  Study of traffic flow characteristics using different vehicle-following models under mixed traffic conditions , 2018 .

[26]  Patrice Simon,et al.  Cellular automaton model for bidirectional traffic , 1998 .

[27]  S. L. Dhingra,et al.  Heterogeneous traffic flow modelling for an arterial using grid based approach , 2008 .

[28]  Timothy George Oketch,et al.  New Modeling Approach for Mixed-Traffic Streams with Nonmotorized Vehicles , 2000 .

[29]  Ruey Long Cheu,et al.  Simulation evaluation of route-based control of bus operations , 2002 .

[30]  K. Ramachandra Rao,et al.  Heterogeneous traffic flow modelling: a complete methodology , 2011 .

[31]  Haris N. Koutsopoulos,et al.  Simulation Laboratory for Evaluating Dynamic Traffic Management Systems , 1997 .

[32]  Wei Wang,et al.  Mixed traffic flow model considering illegal lane-changing behavior: Simulations in the framework of Kerner’s three-phase theory , 2012 .

[33]  Haris N. Koutsopoulos,et al.  Simulation Laboratory for Evaluating Dynamic Traffic Management Systems , 1997 .

[34]  Banihan Gunay,et al.  Car following theory with lateral discomfort , 2007 .

[35]  Harilaos N. Koutsopoulos,et al.  A microscopic traffic simulator for evaluation of dynamic traffic management systems , 1996 .

[36]  Gowri Asaithambi,et al.  Simulation framework for modeling bidirectional mixed traffic , 2017, 2017 9th International Conference on Communication Systems and Networks (COMSNETS).

[37]  P. G. Gipps,et al.  A behavioural car-following model for computer simulation , 1981 .

[38]  黒田 孝次,et al.  Highway Capacity Manual改訂の動向--テイラ-教授の講演より , 1984 .

[39]  Tom V. Mathew,et al.  Strip-Based Approach for the Simulation of Mixed Traffic Conditions , 2015, J. Comput. Civ. Eng..

[40]  Ardeshir Faghri,et al.  Development of a Computer Simulation Model of Mixed Motor Vehicle and Bicycle Traffic on an Urban Road Network , 1999 .

[41]  Y. Yamashita,et al.  THE DEVELOMENT AND IMPLEMENTATION OF THE OPERATION SYSTEM AND DATA BANK FOR THE INTELLIGENT TRANSPORTATION SYSTEM - SITCUO , 2002 .

[42]  Jaume Barceló,et al.  Models, Traffic Models, Simulation, and Traffic Simulation , 2010 .

[43]  Venkatesan Kanagaraj,et al.  Object-oriented methodology for intersection simulation model under heterogeneous traffic conditions , 2009, Adv. Eng. Softw..

[44]  P. G. Gipps,et al.  A MODEL FOR THE STRUCTURE OF LANE-CHANGING DECISIONS , 1986 .

[45]  Stephen C. Winter,et al.  HIPERTRANS: High Performance Transport Network Modelling and Simulation (Research Note) , 2000, Euro-Par.

[46]  BRIAN WOLSHON,et al.  Planning and Operational Practices for Reversible Roadways , 2006 .

[47]  R. Sivanandan,et al.  DEVELOPMENT OF MICROSCOPIC SIMULATION MODEL FOR HETEROGENEOUS TRAFFIC USING OBJECT ORIENTED APPROACH , 2008 .