Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
Detalles Bibliográficos
Autores: Cubas Gonzales, Tania Lizeth, Rondon Alcedo, Rousbel Ricardo, Tarquino Torres, Fernando Mauricio
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/656413
Enlace del recurso:https://doi.org/10.1109/CONIITI51147.2020.9240447
http://hdl.handle.net/10757/656413
Nivel de acceso:acceso abierto
Materia:basic segment of freeway
calibration
free flow speed
intensity
road capacity
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.en_US.fl_str_mv Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
title Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
spellingShingle Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
Cubas Gonzales, Tania Lizeth
basic segment of freeway
calibration
free flow speed
intensity
road capacity
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
title_full Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
title_fullStr Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
title_full_unstemmed Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
title_sort Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
author Cubas Gonzales, Tania Lizeth
author_facet Cubas Gonzales, Tania Lizeth
Rondon Alcedo, Rousbel Ricardo
Tarquino Torres, Fernando Mauricio
author_role author
author2 Rondon Alcedo, Rousbel Ricardo
Tarquino Torres, Fernando Mauricio
author2_role author
author
dc.contributor.author.fl_str_mv Cubas Gonzales, Tania Lizeth
Rondon Alcedo, Rousbel Ricardo
Tarquino Torres, Fernando Mauricio
dc.subject.en_US.fl_str_mv basic segment of freeway
calibration
free flow speed
intensity
road capacity
topic basic segment of freeway
calibration
free flow speed
intensity
road capacity
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2021-06-08T13:19:44Z
dc.date.available.none.fl_str_mv 2021-06-08T13:19:44Z
dc.date.issued.fl_str_mv 2020-09-30
dc.type.en_US.fl_str_mv info:eu-repo/semantics/article
dc.type.version.none.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a2265
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dc.identifier.doi.none.fl_str_mv https://doi.org/10.1109/CONIITI51147.2020.9240447
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/656413
dc.identifier.journal.en_US.fl_str_mv 2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier.eid.none.fl_str_mv 2-s2.0-85096599760
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85096599760
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
url https://doi.org/10.1109/CONIITI51147.2020.9240447
http://hdl.handle.net/10757/656413
identifier_str_mv 2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
2-s2.0-85096599760
SCOPUS_ID:85096599760
0000 0001 2196 144X
dc.language.iso.en_US.fl_str_mv eng
language eng
dc.relation.url.en_US.fl_str_mv https://ieeexplore.ieee.org/document/9240447
dc.rights.en_US.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.en_US.fl_str_mv application/html
dc.publisher.en_US.fl_str_mv Institute of Electrical and Electronics Engineers Inc.
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
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dc.source.journaltitle.none.fl_str_mv 2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
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spelling 5b17dd9dc3cbf1b596440d346074ccb3c7027794600virtual::1039-1Cubas Gonzales, Tania LizethRondon Alcedo, Rousbel RicardoTarquino Torres, Fernando Mauricio2021-06-08T13:19:44Z2021-06-08T13:19:44Z2020-09-30https://doi.org/10.1109/CONIITI51147.2020.9240447http://hdl.handle.net/10757/6564132020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings2-s2.0-85096599760SCOPUS_ID:850965997600000 0001 2196 144XEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.In traffic engineering, the assessment of capacity in basic segment of freeway is a critical factor for planning, design and operational analysis of the freeway facilities. Thereby, the Highway Capacity Manual - HCM is the main guide used in many countries of the world including Perú that contain the methodology to estimate freeway capacity in traffic studies. Nevertheless, the information of vehicular traffic used for the construction of the models proposed by the HCM, reflect the characteristics of North American features. Therefore, its application in other traffic conditions, must be backed by studies of the local conditions and calibrations of the models proposed, hereby, adjusting to each city. The objetive of this research, is calibrate and compare of the HCM 2010 and HCM 2016 models, starting off the traffic engineering study in Panamericana Sur freeway located in Lima, Perú. The report will recommended the application of a calibrated model that best represents the local Peruvian conditions. The results of this study suggest that the model of calibrated capacity HCM2016, is the best representation, with a reliability of 97%, the local behavior of the basic freeway segments in function of the speed and the flow intensity. After applying the calibrated model into basic freeway segments concessioned by Rutas de Lima SAC, it was reflected that the use of the HCM2000, employed by this Company, show flow intensities within a level of service - LOS D, while, the calibrated HCM2016 shows us that those values are found, in reality, within a level of service - LOS E.application/htmlengInstitute of Electrical and Electronics Engineers Inc.https://ieeexplore.ieee.org/document/9240447info:eu-repo/semantics/openAccessbasic segment of freewaycalibrationfree flow speedintensityroad capacityhttps://purl.org/pe-repo/ocde/ford#2.01.00Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Limainfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a22652020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCPublication617a2df9-dd30-50e0-86e9-44b6966fbdb0virtual::1039-1617a2df9-dd30-50e0-86e9-44b6966fbdb0virtual::1039-1LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://upc.dspace7.openrepository.com/bitstreams/f61a687a-d09e-5fad-baae-7597a730fe5b/download8a4605be74aa9ea9d79846c1fba20a33MD5110757/656413oai:upc.dspace7.openrepository.com:10757/6564132026-05-08 06:22:40.112metadata.onlyhttps://upc.dspace7.openrepository.comRepositorio académico upcrepositorioacademico@upc.edu.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Best HCM deterministic model calibrated for capacity analysis of basic segments of freeways in Lima
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