Primera aproximación al modelado y control de tráfico

  1. Ortiz, Miguel 1
  2. Santos, Matilde 1
  3. Romana, Manuel 2
  1. 1 Universidad Complutense de Madrid
    info

    Universidad Complutense de Madrid

    Madrid, España

    ROR 02p0gd045

  2. 2 Universidad Politécnica de Madrid
    info

    Universidad Politécnica de Madrid

    Madrid, España

    ROR https://ror.org/03n6nwv02

Book:
XLIV Jornadas de Automática: libro de actas: Universidad de Zaragoza, Escuela de Ingeniería y Arquitectura, 6, 7 y 8 de septiembre de 2023, Zaragoza
  1. Ramón Costa Castelló (coord.)
  2. Manuel Gil Ortega (coord.)
  3. Óscar Reinoso García (coord.)
  4. Luis Enrique Montano Gella (coord.)
  5. Carlos Vilas Fernández (coord.)
  6. Elisabet Estévez Estévez (coord.)
  7. Eduardo Rocón de Lima (coord.)
  8. David Muñoz de la Peña Sequedo (coord.)
  9. José Manuel Andújar Márquez (coord.)
  10. Luis Payá Castelló (coord.)
  11. Alejandro Mosteo Chagoyen (coord.)
  12. Raúl Marín Prades (coord.)
  13. Vanesa Loureiro-Vázquez (coord.)
  14. Pedro Jesús Cabrera Santana (coord.)

Publisher: Servizo de Publicacións ; Universidade da Coruña

ISBN: 9788497498609

Year of publication: 2023

Pages: 441-446

Congress: Jornadas de Automática (44. 2023. Zaragoza)

Type: Conference paper

Abstract

Spain has 17,021 km of high-capacity roads, dual carriageways and highways, and around 95% of freight transport is carried out by road, much of it on this type of road. These heavy goods vehicles are often slower and less dynamic than passenger cars, and their presence can modify the flow of traffic, especially in scenarios with high intensity and in situations in which these vehicles move laterally. This can cause the service level of the road to suffer. The motivation of this work is to study the formation of queues caused by traffic interference on high-capacity roads, caused by a change in the cross section of the road and/or by heavy and slow vehicles, to apply control actions, mitigation, and prevention to avoid or minimize them. To do this, a highway section will be modelled with an incorporation branch and a reduction in the number of lanes and the effectiveness of two traffic control systems will be studied comparatively.