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

dc.creatorPerez, Dario Rodriguez
dc.creatorYataco Manrique, Geraldine
dc.creatorHurtado, Sissi Santos
dc.date.accessioned2021-06-08T13:38:38Z
dc.date.accessioned2024-05-07T02:11:09Z
dc.date.available2021-06-08T13:38:38Z
dc.date.available2024-05-07T02:11:09Z
dc.date.created2021-06-08T13:38:38Z
dc.date.issued2020-09-30
dc.identifier10.1109/CONIITI51147.2020.9240248
dc.identifierhttp://hdl.handle.net/10757/656421
dc.identifier2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier2-s2.0-85096574002
dc.identifierSCOPUS_ID:85096574002
dc.identifier0000 0001 2196 144X
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9325446
dc.description.abstractIn 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 following results were obtained: That in the local scour calculations, the scour depths were less with the 2D software, compared to the values obtained in the 1D software; while in general scour calculations, we obtain greater depths when modeling with 2D software, compared to the values obtained in 1D software
dc.languageeng
dc.publisherInstitute of Electrical and Electronics Engineers Inc.
dc.relationhttps://ieeexplore.ieee.org/document/9240248
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.source2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.subject1D Numerical Model
dc.subject2D Numerical Model
dc.subjectComparative Analysis
dc.subjectHEC-RAS
dc.subjectIBER
dc.subjectTotal Scour
dc.titleComparative Analysis of the Total Scour in the Pillars and Abutments of a Bridge, between a 1D and 2D Model
dc.typeinfo:eu-repo/semantics/article


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