Experimental comparison of traffic flow models on traffic data
- Programs and Algorithms of Numerical Mathematics, Publisher: Institute of Mathematics AS CR(Prague), page 86-91
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topHorňák, Ivan, and Přikryl, Jan. "Experimental comparison of traffic flow models on traffic data." Programs and Algorithms of Numerical Mathematics. Prague: Institute of Mathematics AS CR, 2015. 86-91. <http://eudml.org/doc/269924>.
@inProceedings{Horňák2015,
abstract = {Despite their deficiencies, continuous second-order traffic flow models are still commonly used to derive discrete-time models that help traffic engineers to model and predict traffic
oflow behaviour on highways. We brie
fly overview the development of traffic flow theory based on continuous
flow-density models of Lighthill-Whitham-Richards (LWR) type, that lead to the second-order model of Aw-Rascle. We will then concentrate on widely-adopted discrete approximation to the LWR model by Daganzo's Cell Transmission Model. Behaviour of the discussed models will be demonstrated by comparing the traffic
flow prediction based on these models with real traffic data on the southern highway ring of Prague.},
author = {Horňák, Ivan, Přikryl, Jan},
booktitle = {Programs and Algorithms of Numerical Mathematics},
keywords = {continuous models; Lighthill-Whitham-Richards models; Daganzo's},
location = {Prague},
pages = {86-91},
publisher = {Institute of Mathematics AS CR},
title = {Experimental comparison of traffic flow models on traffic data},
url = {http://eudml.org/doc/269924},
year = {2015},
}
TY - CLSWK
AU - Horňák, Ivan
AU - Přikryl, Jan
TI - Experimental comparison of traffic flow models on traffic data
T2 - Programs and Algorithms of Numerical Mathematics
PY - 2015
CY - Prague
PB - Institute of Mathematics AS CR
SP - 86
EP - 91
AB - Despite their deficiencies, continuous second-order traffic flow models are still commonly used to derive discrete-time models that help traffic engineers to model and predict traffic
oflow behaviour on highways. We brie
fly overview the development of traffic flow theory based on continuous
flow-density models of Lighthill-Whitham-Richards (LWR) type, that lead to the second-order model of Aw-Rascle. We will then concentrate on widely-adopted discrete approximation to the LWR model by Daganzo's Cell Transmission Model. Behaviour of the discussed models will be demonstrated by comparing the traffic
flow prediction based on these models with real traffic data on the southern highway ring of Prague.
KW - continuous models; Lighthill-Whitham-Richards models; Daganzo's
UR - http://eudml.org/doc/269924
ER -
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