Bibliographic citations
Acuña, B., Amaya, L. (2022). Propuesta de intersección con Giro a la Izquierda Desplazado (DLT) para reducir la congestión vehicular en el cruce de la Panamericana Norte con la avenida Próceres de Huandoy [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/659710
Acuña, B., Amaya, L. Propuesta de intersección con Giro a la Izquierda Desplazado (DLT) para reducir la congestión vehicular en el cruce de la Panamericana Norte con la avenida Próceres de Huandoy [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2022. http://hdl.handle.net/10757/659710
@misc{renati/399185,
title = "Propuesta de intersección con Giro a la Izquierda Desplazado (DLT) para reducir la congestión vehicular en el cruce de la Panamericana Norte con la avenida Próceres de Huandoy",
author = "Amaya Mejia, Laura Camila",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2022"
}
The present investigation had as a priority to solve the problem of vehicular congestion at the intersection of the Panamericana Norte with Próceres de Huandoy avenue, located in the Los Olivos district, Lima, Peru. To solve the problems afflicting the users of the intersection, it was proposed to implement an innovative intersection called Displaced Left Turn (DLT). The study was carried out considering the microscopic principles of simulation with the Vissim program; to evaluate in detail, the vehicular and pedestrian behavior independently. Since the behavior of one influence the actions of others. The intersection studied has large vehicular and pedestrian traffic, and the relationship between vehicle and pedestrian is latent since they interact in the middle of the road. To carry out the study, two field visits were required to obtain data to subsequently evaluate the current traffic situation and propose the improvements that the gauges demand. Likewise, it was sought that the proposed solution is lasting over time. For this reason, the scenarios with projections for a horizon of 15 years in the future were analysed. Vehicle travel times and pedestrian speeds were the parameters that helped the investigation calibrate and validate the model so that, finally, vehicular and pedestrian delays were obtained.
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