Arnott, Richard and Inci, Eren (2008): The Stability of Downtown Parking and Traffic Congestion.
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In classical traffic flow theory, there are two velocities associated with a given level of traffic flow. Following Vickrey, economists have termed travel at the higher speed congested travel and at the lower speed hypercongested travel. Since the publication of Walters' classic paper (1961, Econometrica 29, 676-699), there has been an on-going debate concerning whether a steady-state hypercongested equilibrium can be stable. For a particular structural model of downtown traffic flow and parking, this paper demonstrates that a steady-state hypercongested equilibrium can be stable. Some other sensible models of traffic congestion conclude that steady-state hypercongested travel cannot be stable, and that queues develop to ration the demand in steady states. Thus, we interpret our result to imply that, when steady-state demand is so high that it cannot be rationed through congested travel, the trip price increase necessary to ration the demand may be generated either through the formation of steady-state queues or through hypercongested travel, and that which mechanism occurs depends on details of the traffic system.
|Item Type:||MPRA Paper|
|Original Title:||The Stability of Downtown Parking and Traffic Congestion|
|Keywords:||traffic congestion, cruising for parking, on-street parking, hypercongestion|
|Subjects:||L - Industrial Organization > L9 - Industry Studies: Transportation and Utilities > L91 - Transportation: General
R - Urban, Rural, Regional, Real Estate, and Transportation Economics > R4 - Transportation Systems > R41 - Transportation: Demand, Supply, and Congestion; Safety and Accidents; Transportation Noise
|Depositing User:||Eren Inci|
|Date Deposited:||27. Nov 2008 08:10|
|Last Modified:||13. Feb 2013 11:06|
Agnew, C. 1977. The theory of congestion tolls. Journal of Regional Science 17: 381-393.
Arnott, R. 2006. Spatial competition between parking garages and downtown parking policy. Transport Policy 13: 458-469.
Arnott, R. and E. Inci. 2006. An integrated model of downtown parking and traffic congestion. Journal of Urban Economics 60: 418-442.
Arnott, R. and J. Rowse. 1999. Modeling parking. Journal of Urban Economics 45: 97-124.
Arnott, R. and J. Rowse. forthcoming. Downtown parking in auto city. Regional Science and Urban Economics.
Chu, X. 1995. Endogenous trip scheduling: The Henderson approach reformulated and compared with the Vickrey approach. Journal of Urban Economics 37: 324-343.
Daganzo, C. 1992. The cell transmission model. Part I: A simplified representation of highway traffic. California Partners for Advanced Transit and Highways (PATH). Research Reports: Paper UCB-ITS-PRR-93-7.
Daganzo, C. 2002. A behavioral theory of multi-lane traffic flow. Part II: Merges and the onset of congestion. Transportation Research B 36: 159-169.
Daganzo, C., M. Cassidy and R. Bertini. 1999. Possible explanations of phase transitions in highway traffic. Transportation Research A 33: 365-379.
Dewees, D. 1978. Estimating the time costs of highway congestion. Econometrica 47: 1499-1512.
Else, P. 1981. A reformulation of the theory of optimal congestion taxes. Journal of Transport Economics and Policy 15: 217-232.
Else, P. 1982. A reformulation of the theory of optimal congestion taxes: a rejoinder. Journal of Transport Economics and Policy 16: 299-304.
Greenshield, B. 1935. A study of traffic capacity. Highway Research Board Proceedings 14: 448-477.
Hall, F., B. Allen and M. Gunter. 1986. Empirical analysis of freeway flow-density relationships. Transportation Research A 20: 197-210.
Henderson, J. 1981. The economics of staggered work hours. Journal of Urban Economics 9: 349-364. Johnson, M. 1964. On the economics of road congestion. Econometrica 32: 137-150.
Lindsey, R. 1980. Non-steady-state traffic flow. Directed research project in partial fulfillment of the requirements for the Degree of PhD, Department of Economics, Princeton University.
Lo, H. and W. Szeto. 2005. Road pricing modeling for hyper-congestion. Transportation Research A 39: 705-722.
May, A., S. Shepherd, and J. Bates. 2000. Supply curves for urban road networks. Journal of Transport Economics and Policy 34: 261-290.
McDonald, J. and E. d'Ouville. 1988. Highway traffic flow and the `uneconomic" region of production. Regional Science and Urban Economics 18: 503-509.
Nash, C. 1982. A reformulation of the theory of optimal congestion taxes: a comment. Journal of Transport Economics and Policy 26, 295-299.
Neuberger, H. 1971. The economics of heavily congested roads. Transportation Research 5: 283-293.
Small, K. and E. Verhoef. 2007. The Economics of Urban Transportation. Abingdon, England: Routledge.
Small, K. and X. Chu. 2003. Hypercongestion. Journal of Transport Economics and Policy 37: 319-352.
Varaiya, P. 2008. Congestion, ramp metering and tolls. Philosophical transactions of the Royal Society 366: 1921-1930.
Verhoef, E. 1999. Time, speeds, flows and densities in static models of road traffic congestion and congestion pricing. Regional Science and Urban Economics 29: 341-369.
Verhoef, E. 2001. An integrated dynamic model of road traffic congestion based on simple car-following theory: exploring hypercongestion. Journal of Urban Economics 49: 505-542.
Verhoef, E. 2003. Inside the queue: hypercongestion and road pricing in a continuous time--continuous place model of traffic congestion. Journal of Urban Economics 54: 531-565.
Vickrey, W. 1969. Congestion theory and transport investment. American Economic Review 59: 251-261.
Walters, A. 1961. The theory and measurement of private and social cost of highway congestion. Econometrica 29: 676-699.