Modeling Bicycle Facility Operation

Current concerns surrounding regional air pollution, climate change, rising gasoline prices, and urban congestion could presage a substantial increase in the bicycle mode share. However, state-of-the-art methods for the safe and efficient design of bicycle facilities are based on difficult-to-collect data and potentially dubious assumptions regarding cyclist behavior. Simulation models offer a way forward, but existing bicycling models in the academic literature have not been validated with actual data. These shortcomings are addressed by obtaining real-world bicycle data and implementing a multilane, inhomogeneous cellular automaton simulation model that can reproduce observations. The existing literature is reviewed to inform the data collection and model development. It is found that the model emulates field conditions while possibly underpredicting bike path capacity. Since the simulation model can “observe” individual cyclists, it is ideally suited to determine level of service based on difficult-to-observe cycling events such as passing. Future work on data collection and model development is suggested.

[1]  鹿田 成則,et al.  講座 HIGHWAY CAPACITY MANUAL 2000(3)2車線道路と多車線道路 , 2002 .

[2]  Kevin J. Dooley,et al.  CELLULAR AUTOMATA FOR TRAFFIC FLOW MODELING , 1997 .

[3]  Michael Schreckenberg,et al.  Two lane traffic simulations using cellular automata , 1995, cond-mat/9512119.

[4]  W. Knospe,et al.  A realistic two-lane traffic model for highway traffic , 2002, cond-mat/0203346.

[5]  J. Pucher,et al.  Bicycling renaissance in North America? Recent trends and alternative policies to promote bicycling , 1999 .

[6]  J. Dargay,et al.  Vehicle Ownership and Income Growth, Worldwide: 1960-2030 , 2007 .

[7]  Najem Moussa,et al.  Numerical Simulations of a Three-Lane Traffic Model Using Cellular Automata , 2003 .

[8]  Dean Taylor,et al.  Review of Basic Research in Bicycle Traffic Science, Traffic Operations, and Facility Design , 1999 .

[9]  Nagui M. Rouphail,et al.  Operational Analysis of Uninterrupted Bicycle Facilities , 1998 .

[10]  Mark R Virkler,et al.  Flow Characteristics on Shared Hiking/Biking/Jogging Trails , 1998 .

[11]  Francis P. D. Navin BICYCLE TRAFFIC FLOW CHARACTERISTICS: EXPERIMENTAL RESULTS AND COMPARISONS , 1994 .

[12]  Nagui M. Rouphail,et al.  Evaluation of Safety, Design, and Operation of Shared-Use Paths―Final Report , 2006 .

[13]  R. Cervero,et al.  TRAVEL DEMAND AND THE 3DS: DENSITY, DIVERSITY, AND DESIGN , 1997 .

[14]  Janet Dickinson,et al.  Travelling to work: will people move out of their cars , 2001 .

[15]  Rui Jiang,et al.  Stochastic multi-value cellular automata models for bicycle flow , 2004 .

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

[17]  Christopher D Porter,et al.  Forecasting Bicycle and Pedestrian Travel: State of the Practice and Research Needs , 1999 .

[18]  Nathan H. Gartner,et al.  Traffic Flow Theory - A State-of-the-Art Report: Revised Monograph on Traffic Flow Theory , 2002 .

[19]  Michael Schreckenberg,et al.  A cellular automaton model for freeway traffic , 1992 .

[20]  M. Replogle,et al.  NON-MOTORIZED VEHICLES IN ASIAN CITIES , 1992 .

[21]  Hein Botma,et al.  Assessment of Roadway Capacity Estimation Methods , 1996 .

[22]  Hein Botma,et al.  TRAFFIC OPERATION OF BICYCLE TRAFFIC , 1991 .

[23]  Hein Botma,et al.  METHOD TO DETERMINE LEVEL OF SERVICE FOR BICYCLE PATHS AND PEDESTRIAN-BICYCLE PATHS , 1995 .

[24]  Ziyou Gao,et al.  Multi-value cellular automata model for mixed bicycle flow , 2007 .

[25]  Smith SAFETY AND LOCATION CRITERIA FOR BICYCLE FACILITIES USERS MANUAL. VOLUME 2: BICYCLE FACILITY LOCATION CRITERIA , 1976 .