Abstract
A dynamic origin-destination demand estimation model for planning applications with real-time link counts from multiple days is presented. Based on an iterative bilevel estimation framework, the upper-level problem is to minimize both the deviation between estimated link flows and real-time link counts and the deviation between estimated time-dependent demand and given historical static demand. These two types of deviations are combined into a weighted objective function, where the weighting value is determined by an interactive approach to obtain the best compromise solution. The single-day formulation is further extended to use link counts from multiple days to estimate the variation in traffic demand over multiple days. A case study based on the Irvine test bed network is conducted to illustrate the methodology and estimate day-to-day demand patterns. The application illustrates considerable benefits in analyzing the demand dynamics with multiday data.
Original language | English (US) |
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Pages (from-to) | 30-38 |
Number of pages | 9 |
Journal | Transportation Research Record |
Issue number | 1831 |
DOIs | |
State | Published - Jan 1 2003 |
Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanical Engineering