A new approach to speed-flow curves

Research output: Contribution to conference › Conference abstract for conference › Research

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A new approach to speed-flow curves. / Fosgerau, Mogens; Hjorth, Katrine; Jensen, Thomas Christian.

2014.

Research output: Contribution to conference › Conference abstract for conference › Research

Harvard

Fosgerau, M, Hjorth, K & Jensen, TC 2014, 'A new approach to speed-flow curves'.

APA

Fosgerau, M., Hjorth, K., & Jensen, T. C. (2014). A new approach to speed-flow curves.

Vancouver

Fosgerau M, Hjorth K, Jensen TC. A new approach to speed-flow curves. 2014.

Author

Fosgerau, Mogens ; Hjorth, Katrine ; Jensen, Thomas Christian. / A new approach to speed-flow curves.

Bibtex

@conference{c1bff39b61944efcace528456981f151,
title = "A new approach to speed-flow curves",
abstract = "We develop a simple model of travel time as a function of travel demand, using loop detector data of travel times and traffic flows on a Danish motorway. Our goal is a model that avoids the potential endogeneity problems related to modelling travel time as a function of observed traffic flow. Instead, we employ the assumption that observed traffic flow is exogenous (and equal to demand) before congestion sets in, such that it can be used to predict when this happens. We model a single-peak scenario (morning/afternoon) with two traffic states: Uncongested and congested. We refer to the times of transition between the states as breakdown time (TB) and recovery time (TR). We estimate a simple distribution of travel times for each state, and we model TB and TR using duration models with exponential hazard rates depending on observed traffic conditions. The model predicts travel times by first predicting TB and TR and then applying the estimated travel time distributions.",
author = "Mogens Fosgerau and Katrine Hjorth and Jensen, {Thomas Christian}",
year = "2014",
language = "Dansk",

}

RIS

TY - ABST

T1 - A new approach to speed-flow curves

AU - Fosgerau, Mogens

AU - Hjorth, Katrine

AU - Jensen, Thomas Christian

PY - 2014

Y1 - 2014

N2 - We develop a simple model of travel time as a function of travel demand, using loop detector data of travel times and traffic flows on a Danish motorway. Our goal is a model that avoids the potential endogeneity problems related to modelling travel time as a function of observed traffic flow. Instead, we employ the assumption that observed traffic flow is exogenous (and equal to demand) before congestion sets in, such that it can be used to predict when this happens. We model a single-peak scenario (morning/afternoon) with two traffic states: Uncongested and congested. We refer to the times of transition between the states as breakdown time (TB) and recovery time (TR). We estimate a simple distribution of travel times for each state, and we model TB and TR using duration models with exponential hazard rates depending on observed traffic conditions. The model predicts travel times by first predicting TB and TR and then applying the estimated travel time distributions.

AB - We develop a simple model of travel time as a function of travel demand, using loop detector data of travel times and traffic flows on a Danish motorway. Our goal is a model that avoids the potential endogeneity problems related to modelling travel time as a function of observed traffic flow. Instead, we employ the assumption that observed traffic flow is exogenous (and equal to demand) before congestion sets in, such that it can be used to predict when this happens. We model a single-peak scenario (morning/afternoon) with two traffic states: Uncongested and congested. We refer to the times of transition between the states as breakdown time (TB) and recovery time (TR). We estimate a simple distribution of travel times for each state, and we model TB and TR using duration models with exponential hazard rates depending on observed traffic conditions. The model predicts travel times by first predicting TB and TR and then applying the estimated travel time distributions.

UR - http://orbit.dtu.dk/en/publications/a-new-approach-to-speedflow-curves(67afba67-32af-47d3-8756-dc764957f3ec).html

M3 - Konferenceabstrakt til konference

ER -

ID: 274019286