Modelling Heavy Vehicle Lane Changing
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Modelling Heavy Vehicle Lane Changing
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Author : Sara Moridpour
language : en
Publisher:
Release Date : 2010
Modelling Heavy Vehicle Lane Changing written by Sara Moridpour and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with categories.
Lane changing manoeuvres have a substantial impact on microscopic and macroscopic traffic flow characteristics due to the interference effect they have on surrounding vehicles. The interference effects of heavy vehicles' lane changing manoeuvres on surrounding traffic are likely to be greater than when passenger cars execute lane changing manoeuvre. While heavy vehicles account for a minority of traffic stream, heavy vehicles have a pronounced effect on traffic flow and produce a disproportionate effect particularly during heavy traffic conditions. Heavy vehicles impose physical and psychological effects on surrounding traffic which are the results of physical and operational characteristics of heavy vehicles. The number of heavy vehicles on urban freeways has increased over the past three decades and this trend is likely to continue over the next decade. Despite the increasing number of heavy vehicles on freeways, previous studies have predominantly focused on the behaviour of passenger car drivers. In the previous lane changing models, heavy vehicles are accommodated in current lane changing models by calibrating the parameters of a general lane changing model for heavy vehicles rather than by incorporating a lane changing model developed specifically for the heavy vehicle drivers. However, heavy vehicle and passenger car drivers may have fundamentally different lane changing behaviour.In this study, the trajectory dataset is based on the video images of two freeway sections. In general, extracting the trajectory dataset from video images makes it impossible to capture some physical (e.g. weight) and operational (e.g. power) characteristics of vehicles. The length of vehicles is one of their physical characteristics that can be extracted from video images. Therefore, vehicle length is used to identify heavy vehicles in this research. The vehicles with the length of equal to or greater than 6 meters are classified as heavy vehicles. This classification is consistent with the definition of the heavy vehicles in the trajectory dataset used for this study.In this research, the lane changing behaviour of a driver has been characterized as a sequence of three stages including motivation to change lanes, selection of the target lane and the execution of the lane change. This research has provided new insight into the role that traffic parameters associated with the surrounding vehicles plays in the lane changing behaviour of heavy vehicle and passenger car drivers. From detailed examination of vehicle trajectory data, differences were identified in the lane changing of heavy vehicle and passenger car drivers in terms of the three stages of lane changing behaviour.To understand the influencing factors on heavy vehicle drivers' lane changing, it is required to analyse the surrounding traffic characteristics at the time that the heavy vehicle drives change lanes as well as when they do not wish to execute lane changing manoeuvre. From detailed examination of the surrounding traffic characteristics, the explanatory variables in heavy vehicle drivers' lane changing decision were identified.A reliable model has been developed in this thesis to estimate the lane changing behaviour of heavy vehicle drivers. Drivers' lane changing behaviour has been characterised as a sequence of two stages: the decision to change lanes and the execution of the lane change. Hence, separate models were considered for those two stages of the heavy vehicle drivers' lane changing behaviour. Fuzzy logic was used to develop a model of the lane changing decision of heavy vehicle drivers. The lane changing decision has been defined as the motivation for selecting either the right adjacent lane (slower lane) or the left adjacent lane (faster lane). Therefore, two separate models were developed for the lane changing decision of heavy vehicle drivers: Lane Changing to Slower Lane (LCSL) and Lane Changing to Faster Lane (LCFL). The explanatory variables in motivating heavy vehicle drivers to move into the slower lane include: the front space gap, the rear space gap, the lag space gap in the right lane and the average speed of the surrounding vehicles in the current lane. The explanatory variables in motivating heavy vehicle drivers to move into the faster lane include: the front relative speed, the lag relative speed in the left lane and the average speeds of the surrounding vehicles in the current lane and the left lane. A triangular membership function was used for all fuzzy sets in the lane changing decision model. The leave-one-out cross-validation method was used to examine the accuracy of the models in estimating the lane changing manoeuvres of heavy vehicle drivers. The obtained results showed that the LCFL model has higher percentage of accurately estimating the heavy vehicle drivers' lane changing decision. This may be due to the fact that heavy vehicle drivers mainly move into the faster lane to gain speed advantages which could be modelled by the microscopic traffic characteristics of surrounding vehicles in the current and the left lanes. However, the heavy vehicle drivers may have other motivations for moving into the slower lane than only the differences in microscopic traffic characteristics in the current and the right lanes.The speed and acceleration/deceleration profiles of heavy vehicles were analysed in detail from the start to the end of lane changing manoeuvres. The results showed that heavy vehicle drivers maintain an almost constant speed during lane changing execution. They do not accelerate or decelerate to adjust their speed according to the speeds of the surrounding vehicles in the target lane. Subsequently, a simple constant speed model could be assumed for the heavy vehicles during the lane changing execution.Finally, the performance of the heavy vehicle drivers' lane changing model was examined macroscopically and microscopically using VISSIM (German abbreviation for 'traffic simulation in cities') microscopic traffic simulation model. The heavy vehicle lane changing model in VISSIM was substituted with a combination of the fuzzy logic heavy vehicle lane changing decision model and a constant speed lane changing execution model. The traffic measurements obtained from the fuzzy logic model were compared to those obtained from a calibrated VISSIM lane changing model and the actual field observations. The results show that using the fuzzy logic heavy vehicle lane changing model provided more accurate estimates of the macroscopic traffic measurements. The number of heavy vehicle lane changing manoeuvres estimated by the fuzzy logic model was found to be more accurate than the estimates from default lane changing model in VISSIM. The microscopic analysis of the lane changing manoeuvres shows that using the fuzzy logic model more accurately replicated the microscopic lane changing behaviour of the heavy vehicle drivers. In particular, the fuzzy logic model accurately replicates the observed speed profile of heavy vehicles and the observed space gap and speed profiles of the surrounding vehicles during lane changing manoeuvres. The superior performance of the fuzzy logic heavy vehicle drivers' lane changing model highlights the importance of developing an exclusive lane changing model for heavy vehicle drivers. Employing a purpose built heavy vehicle lane changing model has been shown to increase the accuracy of the microscopic traffic simulation model.
Hybrid Models Of Traffic Flow
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Author : Jorge Andrés Laval
language : en
Publisher:
Release Date : 2004
Hybrid Models Of Traffic Flow written by Jorge Andrés Laval and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with categories.
Research Methods Concepts Methodologies Tools And Applications
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Author : Management Association, Information Resources
language : en
Publisher: IGI Global
Release Date : 2015-01-31
Research Methods Concepts Methodologies Tools And Applications written by Management Association, Information Resources and has been published by IGI Global this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015-01-31 with Science categories.
Across a variety of disciplines, data and statistics form the backbone of knowledge. To ensure the reliability and validity of data, appropriate measures must be taken in conducting studies and reporting findings. Research Methods: Concepts, Methodologies, Tools, and Applications compiles chapters on key considerations in the management, development, and distribution of data. With its focus on both fundamental concepts and advanced topics, this multi-volume reference work will be a valuable addition to researchers, scholars, and students of science, mathematics, and engineering.
Traffic Flow Theory 2010
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Author : National Research Council (U.S.). Transportation Research Board
language : en
Publisher:
Release Date : 2010
Traffic Flow Theory 2010 written by National Research Council (U.S.). Transportation Research Board and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Automobile driving categories.
"The six papers in this issue are concerned with traffic flow theory, particularly simulation modeling. Specific topics discussed include the following: a lane-changing model based on driver behavior; a lane-changing model of multiclass vehicles under heavy traffic conditions; simulation-based traffic prediction for incident management; traffic simulation using data archives of intelligent transportation systems; the macroscopic fundamental diagram using simulation data; and ex post evaluation of calibrated simulation models of future systems."--pub. desc.
Modelling Heavy Vehicle Car Following In Congested Traffic Conditions
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Author : Seyed Kayvan Aghabayk Eagely
language : en
Publisher:
Release Date : 2013
Modelling Heavy Vehicle Car Following In Congested Traffic Conditions written by Seyed Kayvan Aghabayk Eagely and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with categories.
Heavy vehicles and passenger cars differ in their manoeuvrability and acceleration capabilities. Heavy vehicles thus influence other traffic in a different manner to passenger vehicles, causing different levels of traffic instability. Increasing number and proportion of heavy vehicles in the traffic stream may result in quite different traffic flow characteristics. Car-following (CF) models are fundamental to replicating traffic flow and thus they have received considerable attention over the last few decades. They are in a continuous state of improvement due to their significant role in traffic micro-simulations, intelligent transportation systems and safety engineering models. However, model estimates of the traffic flow could be degraded since existing CF models do not consider the interactions between these vehicles and passenger cars drivers satisfactorily. This oversight was revealed through a comprehensive literature review conducted in this study in which the existing CF models are classified into classic and artificial intelligence models and are critically reviewed. This research investigates the different car-following behaviour of drivers in congested mixed traffic conditions. The congested traffic conditions refer to the level of service (LOS) "E" and "F" according to the Highway Capacity Manual (HCM 2010). More specifically, this study investigates whether the existence of heavy vehicles in the traffic stream influence car-following behaviour between heavy vehicles and passenger cars? A detailed data analysis is conducted to explore this question using a rich trajectory data set recorded from a 503-meter a segment of freeway in the USA. Four combinations of car-following are considered based on the classes of the vehicles involved in the car-following process. These include heavy vehicle following passenger car (H-C), passenger car following heavy vehicle (C-H), passenger car following passenger car (C-C), and heavy vehicle following heavy vehicle (H-H). This research investigates the headways between the vehicles, driver's reaction time, relative speed-space headway between the vehicles, and analysis of the vehicle accelerations during car-following process. The study explores the stimuli which can affect driver's car-following behaviours. It also reconstructs the car-following thresholds for different combinations. The findings showed the fundamental differences amongst the car-following combinations suggesting further investigation and model development. Two CF models are developed in this thesis: one classic model and one artificial intelligence model.This study develops a psychophysical CF model in which four sets of perceptual thresholds are considered to estimate drivers' car-following behaviour. This means each car-following combination is associated with one specific set of thresholds. The model is calibrated by evolutionary algorithm which is implemented using traffic micro-simulation. A parallel particle swarm optimisation (Parallel PSO) algorithm is implemented in this study to reduce the execution time using multithread methodology. The results show the better performance of the developed model compared to the existing models to estimate traffic measurements used in the traffic micro-simulation. As an alternative model, a new artificial intelligence CF model was developed which specifically considered heavy vehicles. The model used the local linear model tree (LOLIMOT) approach to predict the car-following behaviour of drivers with consideration of the classes of their vehicle and the immediate vehicles in front. The model and the ways of defining the localities and training of the model are explained. The performance of the developed model is evaluated by an independent data set. This evaluation is conducted through the comparison between the predictions of the developed model and the actual traffic measurements. Additionally, the performance for the developed model is compared with the existing CF models. The results showed a good performance of the developed model. This method could be considered as a new approach to modelling car-following behaviour of drivers in mixed traffic providing the opportunity for incorporating human perceptual imperfections into a rigorous modelling framework. This study concludes that the consideration of vehicle heterogeneity in modelling longitudinal behaviours of derivers could result in better representation of traffic flow. This study could be useful for the researchers and transport planners who wish to consider heavy vehicles in traffic stream. The model could be used in traffic micro-simulations to enhance their accuracy and modelling capability.
Freeway Traffic Modelling And Control
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Author : Antonella Ferrara
language : en
Publisher: Springer
Release Date : 2018-04-12
Freeway Traffic Modelling And Control written by Antonella Ferrara and has been published by Springer this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018-04-12 with Technology & Engineering categories.
This monograph provides an extended overview of modelling and control approaches for freeway traffic systems, moving from the early methods to the most recent scientific results and field implementations. The concepts of green traffic systems and smart mobility are addressed in the book, since a modern freeway traffic management system should be designed to be sustainable. Future perspectives on freeway traffic control are also analysed and discussed with reference to the most recent technological advancements The most widespread modelling and control techniques for freeway traffic systems are treated with mathematical rigour, but also discussed with reference to their performance assessment and to the expected impact of their practical usage in real traffic systems. In order to make the book accessible to readers of different backgrounds, some fundamental aspects of traffic theory as well as some basic control concepts, useful for better understanding the addressed topics, are provided in the book. This monograph can be used as a textbook for courses on transport engineering, traffic management and control. It is also addressed to experts working in traffic monitoring and control areas and to researchers, technicians and practitioners of both transportation and control engineering. The authors’ systematic vision of traffic modelling and control methods developed over decades makes the book a valuable survey resource for freeway traffic managers, freeway stakeholders and transportation public authorities with professional interests in freeway traffic systems. Advances in Industrial Control reports and encourages the transfer of technology in control engineering. The rapid development of control technology has an impact on all areas of the control discipline. The series offers an opportunity for researchers to present an extended exposition of new work in all aspects of industrial control.
Pedestrian And Vehicle Traffic Modelling
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Author : LV Wei
language : en
Publisher: Eliva Press
Release Date : 2023-07-25
Pedestrian And Vehicle Traffic Modelling written by LV Wei and has been published by Eliva Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2023-07-25 with categories.
As two core elements of traffic system, pedestrian and vehicle have always been the focus of research on traffic flow dynamics, and modelling research of them is also one of the important means to explore basic traffic flow, which is helpful to provide scientific guiding principles for the formulation of traffic and crowd evacuation programs under the disaster environment. The theme of the book is to present the basic method of modelling vehicle and pedestrian dynamics on the basis of classical traffic theory and model. The contents mainly include four parts: In the part of vehicle traffic flow modelling, models based on basic car-following and lane-changing behaviour are introduced. In the part of pedestrian traffic flow modelling, pedestrian models that can realistically and accurately reflect characteristics or rules of pedestrian flow are developed. In the part of vehicle-pedestrian mixed traffic flow modelling, an improved KKW model and a pedestrian motion model considering TTC is proposed, in which the spatial motion of a vehicle and a pedestrian is uniformly updated horizontally and longitudinally. In the part of related application, some evacuation models and methods are involved. It is hoped that this book could provide a reference for scholars in the relevant research field. Modelling vehicle and pedestrian movement is of great scientific significance for analyzing and optimizing the evacuation strategies for people in the disaster environment, which also can provide rich and reliable core model library support for the development of traffic software. It is hoped that this book could provide a reference for relevant scholars.
Modeling Of Lane Change Policy For Lateral Idm Focusing On Microscopic Traffic Simulators
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Author : Sai Krishna Ramavajula
language : en
Publisher:
Release Date : 2020
Modeling Of Lane Change Policy For Lateral Idm Focusing On Microscopic Traffic Simulators written by Sai Krishna Ramavajula and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2020 with Automobile driving categories.
The purpose of this thesis is to aid in the development of a comprehensive lateral model for microscopic traffic simulators called the Lateral Intelligent Driver Model (Lateral IDM), to implement realistic lateral maneuvers, and define the lateral behavior for the vehicles. The majority of the microscopic traffic simulators have reached a sophisticated level in the modeling of the longitudinal dynamics. However, a similar model for the lateral dynamics does not exist. The proposed model works in conjunction with the Intelligent Driver Model, an existing car-following model. The lateral IDM has essentially three parts: the Road-following vehicle model, target lane function, and lane change policy. The main contributions of this work are based on the development of the lane change policy. The existing lane change models are studied to understand their limitations and incorporate some of the learnings from these models. The basic lane change maneuver is developed using a PD controller. Since the lateral IDM aims to be as general as possible the target lane and its curvature are also considered. The lane change maneuver is implemented in a Frenet Frame coordinate system. This work constitutes the free road behavior of the vehicle, i.e the lane change behavior when no other traffic participant is present. The control barrier function theory is used to develop safety barriers for the ego vehicle given a traffic configuration. This approach is used to derive the admissible control space for the vehicle. The model specifications such as integrating with existing IDM, extending the safety definition and choice of extended class k function, and their influence on the admissible control space are shown. This thesis is concluded by discussing the next steps involved in extending the safety barriers approach. Also, how the work that was done as a part of this research could be put together in the completion and deployment of a lateral IDM is discussed.
Modelling Of A Multi Lane Road For The Simulation Of Autonomous Vehicles And Heterogenous Fleet Of Vehicles
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Author : Francesc Vilaró Antunes Dos Santos
language : en
Publisher:
Release Date : 2020
Modelling Of A Multi Lane Road For The Simulation Of Autonomous Vehicles And Heterogenous Fleet Of Vehicles written by Francesc Vilaró Antunes Dos Santos and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2020 with categories.
The aim of this project is the simulation of a European highway (asymmetric highway), using Matlab and Simulink software.A typical freeway section consisting of Béziercurves will be designed, forming a set composed by a multi-lane motorway together with an on-ramp and an off-ramp.For the car following, the I-ACC ("Ideal-Adaptive Cruise Control") model will be used. A simplified model of the MOBIL ("Minimizing Overall Braking Induced by Lane Changes"), which takes into account the general gain and loss of speed of the vehicles involved in it, will be used for the lane-changing policy. Also, to ensure a smooth and realistic lane change, an original lane change functionhas been proposed.As a result, the project will generate animations and several plots to facilitate the impact of the variation of several parameters involved. The graphical animation will be formed by various simultaneous views of the highway and two dynamical plots to show variations in speed and position on the highway in real time. Changes in typical variables like traffic flow or traffic density will also be analysed.The modular program will serve as a platform for future modifications, like the incorporation of other car following models, that require changes on the original structure.
Development Of A Three Dimensional Lane Change Model
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Author :
language : en
Publisher:
Release Date : 2008
Development Of A Three Dimensional Lane Change Model written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with categories.