Efficiency and equity of ramp control and capacity allocation mechanisms in a freeway corridor

This paper investigates the efficiency and equity of morning peak ramp control schemes in a freeway corridor with limited capacity. In terms of efficiency, both short-run and long-run optimal ramp control schemes are obtained by minimizing the total travel cost and maximizing the total social benefit along the corridor. It is found that for a short-run optimum with inelastic demand, the morning peak period is of the same duration for different on-ramp locations. But for a long-run optimum with elastic demand, the peak duration for various on-ramps increases with the local capacity elasticity of demand. In terms of equity, two measures are defined from a demand-based viewpoint and a space-based viewpoint. It is shown that the short-run optimal ramp control scheme is perfectly fair from a demand-based equity viewpoint. Consequently, two typical ramp control schemes—a perfect demand-based equity scheme and a perfect space-based equity scheme—are introduced and compared with the long-run optimal ramp control scheme in terms of efficiency and equity. It is shown that the long-run optimal ramp control scheme without an equity constraint is more unfair than the perfect demand-based equity scheme from a space-based equity viewpoint. Numerical simulations using survey data from China suggest that the perfect demand-based equity scheme attains an economic welfare level that is very close to the optimal one.

[1]  Robert M. Solow,et al.  LAND USE IN A LONG NARROW CITY , 1971 .

[2]  David M Levinson,et al.  Ramp Meters on Trial: Evidence from the Twin Cities Metering Holiday , 2006 .

[3]  Shing Chung Josh Wong,et al.  The advantages of a high density, mixed land use, linear urban development , 1997 .

[4]  Kazuhiro Yoshikawa,et al.  Optimal cordon pricing , 2003 .

[5]  Hai Yang,et al.  The independence of volume-capacity ratio of private toll roads in general networks , 2011 .

[6]  Masahisa Fujita,et al.  Urban Economic Theory: Land Use and City Size , 1989 .

[7]  J A Lindley,et al.  URBAN FREEWAY CONGESTION: QUANTIFICATION OF THE PROBLEM AND EFFECTIVENESS OF POTENTIAL SOLUTIONS , 1987 .

[8]  Chih-Peng Chu,et al.  Analysis of the optimal length of road expansion - A case study of the Taipei metropolitan area , 2010 .

[9]  Hai Yang,et al.  Models and algorithms for road network design: a review and some new developments , 1998 .

[10]  Richard Arnott Properties of Dynamic Traffic Equilibrium Involving Bottlenecks , 1991 .

[11]  Hai-Jun Huang,et al.  Novel travel cost functions based on morning peak commuting equilibrium , 2010, Oper. Res. Lett..

[12]  David M Levinson,et al.  Balancing Efficiency and Equity of Ramp Meters , 2005 .

[13]  Markos Papageorgiou,et al.  Efficiency versus fairness in network-wide ramp metering , 2001, ITSC 2001. 2001 IEEE Intelligent Transportation Systems. Proceedings (Cat. No.01TH8585).

[14]  E. Glaeser,et al.  The Wealth of Cities: Agglomeration Economies and Spatial Equilibrium in the United States , 2009 .

[15]  M. O. Lorenz,et al.  Methods of Measuring the Concentration of Wealth , 1905, Publications of the American Statistical Association.

[16]  David M Levinson,et al.  Optimal Freeway Ramp Control without Origin-Destination Information , 2004 .

[17]  Hai Yang,et al.  An algorithm for the inflow control problem on urban freeway networks with user-optimal flows , 1994 .

[18]  David M Levinson,et al.  Evaluating Effectiveness of Ramp Meters , 2004 .

[19]  Hongchao Liu,et al.  A note on equity of ramp metering , 2004, Proceedings. The 7th International IEEE Conference on Intelligent Transportation Systems (IEEE Cat. No.04TH8749).

[20]  Kazuhiro Yoshikawa,et al.  Optimal cordon pricing in a non-monocentric city , 2005 .

[21]  David M Levinson,et al.  Ramp Metering and Freeway Bottleneck Capacity , 2009 .

[22]  Wei Shen,et al.  On the Morning Commute Problem in a Corridor Network with Multiple Bottlenecks: Its System-optimal Traffic Flow Patterns and the Realizing Tolling Scheme , 2009 .

[23]  The Panexponential Monocentric Model , 2000 .

[24]  Wei Shen,et al.  Access control policies without inside queues: Their properties and public policy implications , 2010 .

[25]  André de Palma,et al.  Properties of Dynamic Traffic Equilibrium Involving Bottlenecks, Including a Paradox and Metering , 1993, Transp. Sci..

[26]  H. M. Zhang,et al.  On optimal freeway ramp control policies for congested traffic corridors , 1999 .

[27]  Kenneth A. Small,et al.  THE SCHEDULING OF CONSUMER ACTIVITIES: WORK TRIPS , 1982 .

[28]  H. Payne,et al.  Allocation of freeway ramp metering volumes to optimize corridor performance , 1973, CDC 1973.

[29]  K. Small,et al.  URBAN SPATIAL STRUCTURE. , 1997 .

[30]  Hai Yang,et al.  Traffic Assignment and Traffic Control in General Freeway-arterial Corridor Systems , 1994 .

[31]  Carlos F. Daganzo,et al.  Queue Spillovers in Transportation Networks with a Route Choice , 1998, Transp. Sci..

[32]  Hai Yang,et al.  Competition and efficiency of private toll roads , 2007 .

[33]  Jay R. Lund,et al.  CAPACITY ALLOCATION METHODS FOR REDUCING URBAN TRAFFIC CONGESTION , 1995 .

[34]  W. Vickrey Congestion Theory and Transport Investment , 1969 .

[35]  André de Palma,et al.  Recent Developments in the Bottleneck Model , 1995 .

[36]  Carlos F. Daganzo,et al.  Spillovers, Merging Traffic and the Morning Commute , 2007 .