Network reliability-based optimal toll design

被引:25
|
作者
Li, Hao [1 ]
Bliemer, Michiel C. J. [1 ]
Bovy, Piet H. L. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Transport & Planning, Delft, Netherlands
关键词
D O I
10.1002/atr.5670420307
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Optimal toll design from a network reliability point of view is addressed in this paper. Improving network reliability is proposed as a policy objective of road pricing. A reliability-based optimal toll design model, where on the upper level network performance including travel time reliability is optimized, while on the lower level a dynamic userequilibrium is achieved, is presented. Road authorities aim to optimize network travel time reliability by setting tolls in a network design problem. Travelers are influenced by these tolls and make route and trip decisions by considering travel times and tolls. Network performance reliability is analyzed for a degradable network with elastic and fluctuated travel demand, which integrates reliability and uncertainty, dynamic network equilibrium models, and Monte Carlo methods. The proposed model is applied to a small hypothesized network for which optimal tolls are derived. The network travel time reliability is indeed improved after implementing optimal tolling system. Trips may have a somewhat higher, but more reliable, travel time.
引用
收藏
页码:311 / 332
页数:22
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