Comparative Analysis of the Total Scour in the Pillars and Abutments of a Bridge, between a 1D and 2D Model

Dario Rodriguez Perez, Geraldine Yataco Manrique, Sissi Santos Hurtado

Producción científica: Capítulo del libro/informe/acta de congresoContribución a la conferenciarevisión exhaustiva

2 Citas (Scopus)

Resumen

In this article, a comparative analysis is performed between one-dimensional (HEC-RAS) and two-dimensional (IBER) models, in the evaluation of total scour in the pillars and abutments of a bridge. The case study is the Huallaga bridge, located in the San Martín region, Peru.Based on the geomorphological, hydrological and hydraulic data of the study area and after carrying out an analysis of the different equations for local, general scour; Numerical modeling was performed on the HEC-RAS and IBER software in order to calculate the depths of the scour.The

Idioma originalInglés
Título de la publicación alojada2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
EditoresMonica Andrea Rico Martinez
EditorialInstitute of Electrical and Electronics Engineers Inc.
ISBN (versión digital)9781728194660
DOI
EstadoPublicada - 30 set. 2020
Evento2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - 2020 International Conference on Innovation and Trends in Engineering, CONIITI 2020 - Bogota, Colombia
Duración: 30 set. 20202 oct. 2020

Serie de la publicación

Nombre2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings

Conferencia

Conferencia2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - 2020 International Conference on Innovation and Trends in Engineering, CONIITI 2020
País/TerritorioColombia
CiudadBogota
Período30/09/202/10/20

Huella

Profundice en los temas de investigación de 'Comparative Analysis of the Total Scour in the Pillars and Abutments of a Bridge, between a 1D and 2D Model'. En conjunto forman una huella única.

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