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Title:

Improving the Reliability of a Two-steps Dynamic Demand Estimation Approach By Sequentially Adjusting Generations and Distributions

Accession Number:

01557013

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

In demand estimation problems the number of possible solutions generally increases with the size and the complexity of the network. Hence, it is relevant introducing procedures to reduce the solution space without increasing the problem complexity. Driven by this motivation, this work proposes a procedure to simplify the demand estimation problem in the dynamic case while guaranteeing reliable solutions and without increasing problem complexity. The procedure does not claim to be an alternative to existing theoretical estimation approaches, but focuses on extending and testing practical solution algorithms based on previous models developed by the authors, in order to improve their applicability, especially in cases where a reliability of an a-priori estimate of the demand cannot be guaranteed. In fact, the assumption often made by researchers about its reliability is not always true. Thus, for dealing with this occurrence a Two-Steps approach, previously proposed by the authors, is extended in this paper: starting from a wrong “a priori” matrix, in the first step it aims at estimating the proper level of demand generated by any traffic zone in each time period while accurate demand distributions between the different origin-destination (OD) are estimated in the second one. Tests carried out show that a more reliable estimation of the demand over time and space is achieved. Main contributions of the new approach are a) a considerable reduction of the variance in calibration parameters, implying that more robust and accurate solutions have been obtained; b) the demand estimation procedure is not network size dependent. Further a new variant of the widely adopted Simultaneous Perturbation Stochastic Approximation (SPSA) algorithm is proposed in the second step, where an opportune subset of the OD flows is perturbed at once. Performed experiments show that the proposed procedure is able to obtain results as accurate as those of the conventional SPSA reducing the number of variables to be used in each iteration up to 50%.

Supplemental Notes:

This paper was sponsored by TRB committee ADB30 Transportation Network Modeling.

Monograph Accession #:

01550057

Report/Paper Numbers:

15-4009

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Cantelmo, Guido
Viti, Francesco
Cipriani, Ernesto
Nigro, Marialisa

Pagination:

17p

Publication Date:

2015

Conference:

Transportation Research Board 94th Annual Meeting

Location: Washington DC, United States
Date: 2015-1-11 to 2015-1-15
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; References; Tables

Subject Areas:

Planning and Forecasting; Transportation (General); I72: Traffic and Transport Planning

Source Data:

Transportation Research Board Annual Meeting 2015 Paper #15-4009

Files:

TRIS, TRB, ATRI

Created Date:

Dec 30 2014 1:18PM