The Effect of On- and Off-Ramps Positions on The Traffic Flow Behaviour

نویسندگان

  • Abdelaziz Mhirech
  • Hamid Ez-Zahraouy
  • Assia Alaoui Ismaili
چکیده

The effect of the position of on-ramp and off-ramp i1 and i2, respectively, on the one dimensional-cellular automaton traffic flow behaviour, is investigated numerically. The injection rates at i1 and i2 are α0 and β0, respectively. However, in the open boundary conditions, with injecting and extracting rates α and β and using parallel dynamics, several phases occur; namely, low density phase (LDP), intermediate density phase (IDP), plateau current phase (PCP) and high density phase (HDP). It is found that phase diagrams exhibit different kind of topologies. For intermediate value of extracting rates β0 and β and low value of α, (i1, α0) phase diagram provides LDP-IDP, LDP-PCP, IDP-PCP, and PCP-HDP transitions, and critical end points. The off-ramp position is located to the middle of the road. By increasing β0 and β, the IDP desappears. For high value of β, only LDP-HDP persists. Pacs number : 05.40.-a, 05.50. +q, 64.60.Cn, 82.20.wt

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Traffic Flow Characteristics of Isolated Off-ramps in Iranian Expressways

The purpose of this study was to investigate traffic flow characteristics at off-ramp junctions in Iranian expressways. The study was conducted on the traffic behavior in isolated off-ramp vicinity of 6-lane expressways. The database consisted of traffic flow and traffic speed information extracted from videotapes. The relationship between diverging traffic flow in the right lane of expressway ...

متن کامل

Comparing Methods of Ramp Metering for On-Ramps to Improve the Operational Conditions at Peak Hours

This paper aims to evaluate and compare the effects of different methods of ramp metering on the operational conditions of traffic flow at three levels: the network level (including the freeway and its connected ramps), the entrance ramp, and the upstream segment of the entrance. To achieve this aim, one of the most important urban freeways in the metropolis of Isfahan was selected. The traffic...

متن کامل

Effects of On- and Off-ramps in Cellular Automata Models for Traffic Flow

We present results on the modeling of onand off-ramps in cellular automata for traffic flow, especially the Nagel-Schreckenberg model. We study two different types of onramps that cause qualitatively the same effects. In a certain density regime ρlow < ρ < ρhigh one observes plateau formation in the fundamental diagram. The plateau value depends on the input-rate of cars at the on-ramp. The on-...

متن کامل

Se p 20 06 Balanced vehicular traffic at a bottleneck

The balanced vehicular traffic model is a macroscopic model for vehicular traffic flow. We use this model to study the traffic dynamics at highway bottlenecks either caused by the restriction of the number of lanes or by on-ramps or off-ramps. The coupling conditions for the Riemann problem of the system are applied in order to treat the interface between different road sections consistently. O...

متن کامل

Identifying and Analyzing Stop and Go Traffic based on Asymmetric Theory of Driving Behavior in Acceleration and Deceleration

Stop and go traffic that leads to oscillate traffic flow frequently is observed on congestion flow. Unexpected reasons such as lane – changing maneuvers, lower speeds of leader vehicle and moving bottleneck cause stop and go traffic and amplifying delay and environment impacts. Stop and go traffic exactly can’t be modeled by traffic models, and also car following models based on kinematic flow ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2008