Sensitivity analysis of separable traffic equilibrium equilibria, with application to bilevel optimization in network design
نویسندگان
چکیده
We provide a sensitivity analysis of separable traffic equilibrium models with travel cost and demand parameters. We establish that while equilibrium link flows may not always be directionally differentiable (even when the link travel costs are strictly increasing), travel demands and link costs are; this improves the general results of Patriksson (2004). The new results contradict common belief that equilibrium cost and demand sensitivities hinge on that of equilibrium flows. The paper by Tobin and Friesz (1988) brought the classic nonlinear programming subject of sensitivity analysis to transportation science. Theirs is still the most widely used device by which “gradients” of traffic equilibrium solutions are calculated, for use in bilevel transportation planning applications such as network design, origin–destination (OD) matrix estimation and problems where link tolls are imposed on the users in order to reach a traffic management objective. However, it is not widely understood that the regularity conditions proposed by them are stronger than necessary. Also, users of their method sometimes misunderstand its limitations and are not aware of the computational advantages offered by more recent methods. In fact, a more often applicable formula was proposed already in 1989 by Qiu and Magnanti, and Bell and Iida (1997) describe one of the cases in practice in which the formula by Tobin and Friesz would not be able to generate sensitivity information, because one of their regularity conditions fails to hold. This paper provides an overview of this formula, and illustrates by means of examples that there are several cases where it is not applicable. Our findings are illustrated with small numerical examples, as are our own analysis. The findings of this paper are hoped to motivate replacing the previous approach with the more often applicable one, not only because of this fact but equally importantly because it is intuitive and also can be much more efficiently utilized: the sensitivity problem that provides the directional derivative is a linearized traffic equilibrium problem, and the sensitivity information can be generated efficiently by only slightly modifying a state-of-the-art traffic equilibrium solver. This is essential for bringing the use of sensitivity analysis in transportation planning beyond the solution of only toy problems. We finally utilize a new sensitivity solver in the preliminary testing of a simple heuristic for bilevel optimization in continuous traffic network design, and compare it favourably to previous heuristics on known small-scale problems. Introduction and contributions Performing a sensitivity analysis of traffic equilibria means evaluating the directions and rate of change that occur in the flows and travel costs as parameters in the cost and demand functions change. A sensitivity analysis is particularly useful in control and pricing applications since, if we can anticipate the effects of a change in, say, the traffic infrastructure, on the behaviour of the travellers, then we can utilize this knowledge to optimize these changes according to some goal fulfillment, like a reduction in flows or delays, a higher revenue from congestion tolls, etc. Such problems constitute instances of bilevel optimization problems, or mathematical programs with equilibrium constraints (MPEC), which is the scientific field within operations research and mathematical programming that is associated with hierarchical optimization problems, and which also includes the origin–destination (OD) matrix estimation problem. It is without question extremely important that the sensitivity analysis computations are correct, since otherwise an algorithm for an MPEC problem that utilizes it might terminate at an arbitrarily bad solution. M. Sc. in Engineering Physics, Chalmers University of Technology, SE-412 96 Gothenburg, Sweden. E-mail: [email protected] Professor in Applied Mathematics, Department of Mathematics, Chalmers University of Technology, SE-412 96 Gothenburg, Sweden. E-mail: [email protected]
منابع مشابه
Sensitivity Analysis of Traffic Equilibria
T contribution of the paper is a complete analysis of the sensitivity of elastic demand traffic (Wardrop) equilibria. The existence of a directional derivative of the equilibrium solution (link flow, least travel cost, demand) in any direction is given a characterization, and the same is done for its gradient. The gradient, if it exists, is further interpreted as a limiting case of the gradient...
متن کاملUsing EPECs to Model Bilevel Games in Restructured Electricity Markets with Locational Prices
We study a bilevel noncooperative game-theoretic model of restructured electricity markets, with locational marginal prices. Each player in this game faces a bilevel optimization problem that we model as a mathematical program with equilibrium constraints, MPEC. The corresponding game is an example of an equilibrium problem with equilibrium constraints, EPEC. We establish sufficient conditions ...
متن کاملOn the applicability of sensitivity analysis formulas for traffic equilibrium models
The paper by Tobin and Friesz (1988) brought the classic nonlinear programming subject of sensitivity analysis to transportation science. It is still the most widely used device by which “gradients” of traffic equilibrium solutions (that is, flows and/or demands) are calculated, for use in bilevel transportation planning applications such as network design, origin–destination (OD) matrix estima...
متن کاملA Systematic Method to Analyze Transport Networks: Considering Traffic Shifts
Current network modeling practices usually assess the network performance at specified time interval, i.e. every 5 or 10 years time horizon. Furthermore, they are usually based on partially predictable data, which are being generated through various stochastic procedures. In this research, a new quantitative based methodology which combines combinatorial optimization modeling and transportation...
متن کاملDifferent Network Performance Measures in a Multi-Objective Traffic Assignment Problem
Traffic assignment algorithms are used to determine possible use of paths between origin-destination pairs and predict traffic flow in network links. One of the main deficiencies of ordinary traffic assignment methods is that in most of them one measure (mostly travel time) is usually included in objective function and other effective performance measures in traffic assignment are not considere...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
دوره شماره
صفحات -
تاریخ انتشار 2005