A New Delay Parameter Dependent on Variable Analysis Periods at Signalized Intersections. Part 1: Model Development

Abstract

To cite this article: Ali Payidar Akgüngör (2008) A new delay parameter dependent on variable analysis periods at signalized intersections. part 1: Model development,

Comparison of Delay Time Models for Over-Saturated Traffic Flow Conditions at Signalized Intersections

“…This suggested model was extensively implemented in many studies in Turkey [11,12]. In this study, developed time dependent analytical models by Akçelik [13], Akgöngör and Bullen [14], Akgöngör [15], HCM [6] and Nassiri and Nadernejad [16] were compared with each other and their usability and effectiveness were investigated.…”

Route Planning Methodology of an Advanced Traveller Information System in Vilnius City

“…The latent preferences of drivers towards possible routes are typically difficult to capture accurately because they are significantly affected by past experience, a subjective interpretation of traffic information provided and personal attitudes dynamically changing traffic conditions. The most existing models are limited in their ability to capture the interacting effects of various situational factors and typically cannot adjust model parameters in a within-day context (Ruiz et al 2004;Daunoras et al 2008;Akgüngör 2008aAkgüngör , 2008bMatis 2008Matis , 2010Kinderytė-Poškienė and Sokolovskij 2008;Gowri and Sivanandan 2008;Niewczas et al 2008;Mesarec and Lep 2009;Çalışkanelli et al 2009;Junevičius and Bogdevičius 2009). The latter capability is critical for consistency-checking procedures for the real-time operational deployment of advanced information systems.…”

Modelling Heterogeneous Traffic Flow on Upgrades of Intercity Roads

“…Knowledge of traffic flow characteristics is very important for planning, analyzing, designing and operating roadway systems (Helbing and Greiner 1997;Arasan and Koshy 2005;Kerner and Klenov 2006;Berezhnoy et al 2007;Bonzani 2007;Burinskienė 2007, 2009;Bogdevičius 2007, 2009;Akgüngör 2008aAkgüngör , 2008bBazaras et al 2008;Gowri and Sivanandan 2008;Yousefi and Fathy 2008;Antov et al 2009;Beljatynskij et al 2009;Gražulevičienė and Bendokienė 2009). Roadway capacity values and speed-flow relationships used for planning, designing and operating roads, in most of the developed countries, pertain to fairly homogeneous traffic conditions comprising vehicles of more or less uniform static and dynamic characteristics.…”