A new approach to speed-flow curves
Publikation: Konferencebidrag › Konferenceabstrakt til konference › Forskning
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A new approach to speed-flow curves. / Fosgerau, Mogens; Hjorth, Katrine; Jensen, Thomas Christian.
2014.Publikation: Konferencebidrag › Konferenceabstrakt til konference › Forskning
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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