Tesis MIV Mario Grant Sáenz.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

Tesis MIV Mario Grant Sáenz.Pdf INSTITUTO TECNOLÓGICO DE COSTA RICA ESCUELA DE INGENIERÍA EN CONSTRUCCION MAESTRÍA EN INGENIERIA VIAL Propuesta de Evaluación de un sistema de Transporte Personal Rápido (PRT) entre los distritos centrales de los cantones de San José y Desamparados, en la provincia de San José de Costa Rica, como caso de estudio Proyecto Final de Graduación para optar por el título de Máster en Ingeniería Vial grado académico de Maestría Realizado por: Mario Grant Sáenz Cartago, junio de 2020 1 Instituto Tecnológico de Costa Rica Escuela de Ingeniería en Construcción Unidad de Posgrado Maestría en Ingeniería Vial ACTA DE APROBACIÓN DE PROYECTO FINAL DE GRADUACIÓN Con fundamento en lo establecido por la Maestría en Ingeniería Vial, el Tribunal Examinador del Proyecto Final de Graduación denominado: Evaluación de un sistema de Transporte Personal Rápido (PRT) entre los distritos centrales de los cantones de San José y Desamparados, en la provincia de San José de Costa Rica, como caso de estudio. Y, habiendo analizado el resultado del trabajo presentado por el(los) estudiante(s): Primer Apellido Segundo Apellido Nombre No. de carné GRANT SAENZ MARIO HUMBERTO 2015183123 Se emite el siguiente dictamen el día 03 de junio del 2020: ☐ Reprobado ☐ Se recomienda ☐ No se recomienda ☒ Aprobado Brindarle una nueva oportunidad para Defensa Pública. Nueva fecha: ____________ Dando fé de lo acá expuesto firmamos, HENRY Firmado digitalmente Firmado digitalmente por por HENRY HERNANDEZ CARLOS FEDERICO CARLOS FEDERICO HERNANDEZ VEGA (FIRMA) CORONADO CORONADO DEJUK (FIRMA) Fecha: 2020.06.04 DEJUK (FIRMA) Fecha: 2020.06.05 23:12:15 VEGA (FIRMA) 20:58:24 -06'00' -06'00' Ing. Henry Hernández Vega, Profesor Tutor Ing. Carlos Coronado Dejuk, Profesor Lector Firmado digitalmente por GUSTAVO Firmado digitalmente GIANNINA ORTIZ GIANNINA ORTIZ QUESADA por GUSTAVO ADOLFO (FIRMA) ADOLFO ROJAS ROJAS MOYA (FIRMA) Fecha: 2020.06.04 07:45:00 Fecha: 2020.06.04 QUESADA (FIRMA) -06'00' MOYA (FIRMA) 07:53:17 -06'00' Ing. Gustavo Rojas Moya, Director Escuela de Ing. Giannina Ortiz Quesada, Coordinadora Ingeniería en Construcción Unidad de Posgrado “Muchos especialistas coinciden en la necesidad de priorizar el transporte público. Pero algunas medidas necesarias difícilmente serán pacíficamente aceptadas por la sociedad sin una mejora sustancial de ese transporte, que en muchas ciudades significa un trato indigno a las personas debido a la aglomeración, a la incomodidad o a la baja frecuencia de los servicios y a la inseguridad.” Papa Francisco, en su encíclica por el Ambiente, Laudato si’ Sobre el Cuidado de la Casa Común, 24 de mayo de 2015. 2 ÍNDICE GENERAL ÍNDICE DE CUADROS ...............................................................................................................10 ÍNDICE DE FIGURAS .................................................................................................................13 ABREVIATURAS........................................................................................................................20 RESUMEN ...................................................................................................................................22 ABSTRACT .................................................................................................................................23 CAPÍTULO 1. GENERALIDADES DE LA INVESTIGACIÓN ...................................................24 1.1. Antecedentes .................................................................................................................24 1.2. Planteamiento del problema ...........................................................................................25 1.3. Justificación del Estudio ................................................................................................28 1.4. El sistema de Transporte Personal Rápido ......................................................................30 1.5. Objetivos .......................................................................................................................36 1.5.1. Objetivo General ....................................................................................................36 1.5.2. Objetivos Específicos: ............................................................................................36 1.5.2.1. Objetivo Específico 1 .....................................................................................36 1.5.2.2. Objetivo Específico 2 .....................................................................................36 1.5.2.3. Objetivo Específico 3 .....................................................................................36 1.5.2.4. Objetivo Específico 4 .....................................................................................36 1.5.2.5. Objetivo Específico 5 .....................................................................................36 1.6. Alcance y limitaciones ...................................................................................................37 1.6.1. Alcance ..................................................................................................................37 3 1.6.2. Limitaciones ..........................................................................................................37 CAPÍTULO 2. MARCO TEÓRICO .............................................................................................38 2.1. Concepto de Transporte .................................................................................................38 2.1.1. Modos de transporte terrestre .................................................................................38 2.1.2. Colas .....................................................................................................................39 2.1.3. Análisis de carreteras .............................................................................................39 2.1.3.1. Capacidad de una carretera continua ...............................................................40 2.2. Cinemática ....................................................................................................................43 2.2.1. Movimiento rectilíneo uniforme .............................................................................43 2.2.2. Movimiento rectilíneo uniformemente acelerado ....................................................43 2.2.3. Movimiento rectilíneo con variación de la aceleración ............................................44 2.2.4. Control de vehículos automáticos en una vía ..........................................................45 2.3. El sistema de Transporte Personal Rápido ......................................................................47 2.3.1. Definición de sistemas de Transporte Personal Rápido ...........................................48 2.3.2. Diferenciación entre sistemas automáticos de transporte publico ............................48 2.3.2.1. Transbordo de Circuito Cerrado......................................................................48 2.3.2.2. Transporte Grupal Rápido ..............................................................................51 2.3.3. Historia de los sistemas PRT ..................................................................................52 2.3.3.1. Legislación y apoyo gubernamental ................................................................52 2.3.3.2. Consolidación institucional del transporte en los EEUU y desarrollo de sistemas PRT………. ........................................................................................................... 58 2.3.3.3. Sistemas desarrollados de Transporte Personal Rápido ...................................59 4 2.3.4. ¿Por qué no se han construido más sistemas PRT?................................................ 102 2.3.5. Estado del arte y PRT de alta capacidad ............................................................... 104 2.3.5.1. Capacidad del PRT ....................................................................................... 104 2.3.5.2. Suspensión, propulsión, rodamientos, sistemas de guía y frenado .................. 105 2.3.5.3. Condiciones de seguridad ............................................................................. 111 2.3.5.4. Sistemas PRT en desarrollo .......................................................................... 114 CAPÍTULO 3. MARCO METODOLÓGICO .............................................................................. 115 3.1. Objetivo Específico 1 .................................................................................................. 115 3.1.1. Conceptualización del sistema de transporte PRT para la GAM. ........................... 115 3.1.1.1. Definir las características del sistema de transporte PRT, mediante investigación bibliográfica y un proceso de selección de alternativas. ................................................... 115 3.1.2. Calcular la capacidad de transporte de pasajeros del sistema PRT, de acuerdo con las características definidas en el punto 3.1.1.1. ........................................................................ 118 3.1.3. Definir el recorrido del sistema PRT. ................................................................... 118 3.1.4. Modelar una sección de la red PRT con el programa PARAMICS o SIMTRAFFIC, para revisar la correcta interacción entre los diferentes vehículos. ....................................... 118 3.2. Objetivo Específico 2 .................................................................................................
Recommended publications
  • Case of High-Speed Ground Transportation Systems
    MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THESIS N° 2568 (2002) PRESENTED AT THE CIVIL ENGINEERING DEPARTMENT SWISS FEDERAL INSTITUTE OF TECHNOLOGY - LAUSANNE BY GUILLAUME DE TILIÈRE Civil Engineer, EPFL French nationality Approved by the proposition of the jury: Prof. F.L. Perret, thesis director Prof. M. Hirt, jury director Prof. D. Foray Prof. J.Ph. Deschamps Prof. M. Finger Prof. M. Bassand Lausanne, EPFL 2002 MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THÈSE N° 2568 (2002) PRÉSENTÉE AU DÉPARTEMENT DE GÉNIE CIVIL ÉCOLE POLYTECHNIQUE FÉDÉRALE DE LAUSANNE PAR GUILLAUME DE TILIÈRE Ingénieur Génie-Civil diplômé EPFL de nationalité française acceptée sur proposition du jury : Prof. F.L. Perret, directeur de thèse Prof. M. Hirt, rapporteur Prof. D. Foray, corapporteur Prof. J.Ph. Deschamps, corapporteur Prof. M. Finger, corapporteur Prof. M. Bassand, corapporteur Document approuvé lors de l’examen oral le 19.04.2002 Abstract 2 ACKNOWLEDGEMENTS I would like to extend my deep gratitude to Prof. Francis-Luc Perret, my Supervisory Committee Chairman, as well as to Prof. Dominique Foray for their enthusiasm, encouragements and guidance. I also express my gratitude to the members of my Committee, Prof. Jean-Philippe Deschamps, Prof. Mathias Finger, Prof. Michel Bassand and Prof. Manfred Hirt for their comments and remarks. They have contributed to making this multidisciplinary approach more pertinent. I would also like to extend my gratitude to our Research Institute, the LEM, the support of which has been very helpful. Concerning the exchange program at ITS -Berkeley (2000-2001), I would like to acknowledge the support of the Swiss National Science Foundation.
    [Show full text]
  • Universidade Federal Do Rio De Janeiro 2017
    Universidade Federal do Rio de Janeiro RETROSPECTIVA DOS MÉTODOS DE LEVITAÇÃO E O ESTADO DA ARTE DA TECNOLOGIA DE LEVITAÇÃO MAGNÉTICA Hugo Pelle Ferreira 2017 RETROSPECTIVA DOS MÉTODOS DE LEVITAÇÃO E O ESTADO DA ARTE DA TECNOLOGIA DE LEVITAÇÃO MAGNÉTICA Hugo Pelle Ferreira Projeto de Graduação apresentado ao Curso de Engenharia Elétrica da Escola Politécnica, Universidade Federal do Rio de Janeiro, como parte dos requisitos necessários à obtenção do título de Engenheiro. Orientador: Richard Magdalena Stephan Rio de Janeiro Abril de 2017 RETROSPECTIVA DOS MÉTODOS DE LEVITAÇÃO E O ESTADO DA ARTE DA TECNOLOGIA DE LEVITAÇÃO MAGNÉTICA Hugo Pelle Ferreira PROJETO DE GRADUAÇÃO SUBMETIDO AO CORPO DOCENTE DO CURSO DE ENGENHARIA ELÉTRICA DA ESCOLA POLITÉCNICA DA UNIVERSIDADE FEDERAL DO RIO DE JANEIRO COMO PARTE DOS REQUISITOS NECESSÁRIOS PARA A OBTENÇÃO DO GRAU DE ENGENHEIRO ELETRICISTA. Examinada por: ________________________________________ Prof. Richard Magdalena Stephan, Dr.-Ing. (Orientador) ________________________________________ Prof. Antonio Carlos Ferreira, Ph.D. ________________________________________ Prof. Rubens de Andrade Jr., D.Sc. RIO DE JANEIRO, RJ – BRASIL ABRIL de 2017 RETROSPECTIVA DOS MÉTODOS DE LEVITAÇÃO E O ESTADO DA ARTE DA TECNOLOGIA DE LEVITAÇÃO MAGNÉTICA Ferreira, Hugo Pelle Retrospectiva dos Métodos de Levitação e o Estado da Arte da Tecnologia de Levitação Magnética/ Hugo Pelle Ferreira. – Rio de Janeiro: UFRJ/ Escola Politécnica, 2017. XVIII, 165 p.: il.; 29,7 cm. Orientador: Richard Magdalena Stephan Projeto de Graduação – UFRJ/ Escola Politécnica/ Curso de Engenharia Elétrica, 2017. Referências Bibliográficas: p. 108 – 165. 1. Introdução. 2. Princípios de Levitação e Aplicações. 3. Levitação Magnética e Aplicações. 4. Conclusões. I. Stephan, Richard Magdalena. II. Universidade Federal do Rio de Janeiro, Escola Politécnica, Curso de Engenharia Elétrica.
    [Show full text]
  • Automated Guideway Transit: an Assessment of PRT and Other New Systems
    Automated Guideway Transit: An Assessment of PRT and Other New Systems June 1975 NTIS order #PB-244854 UNITED STATES CONGRESS Office of Technology Assessment AUTOMATED GUIDEWAY TRANSIT AN ASSESSMENT OF PRT AND OTHER NEW SYSTEMS INCLUDING SUPPORTING PANEL REPORTS PREPARED AT THE REQUEST OF THE SENATE COMMITTEE ON APPROPRIATIONS TRANSPORTATION SUBCOMMITTEE w JUNE 1975 U.S. GOVERNMENT PRINTING OFFICE S4+70 o WASHINGTON : 1975 For sale by the Superintendent of DOCIUIN@S, U.S. Government Printing Oflice Washington, D.C. 20402- Prtce $3.65 Congress of the United States Office of Technology Assessment Washington, D.C. 20510 TECHNOLOGY ASSESSMENT BOARD OLIN E. TEAGUE, Texas, Chairman CLIFFORD P. CASE, New Jersey, Vice Chairman EDWARD M. KENNEDY, Massachusetts MORRIS K. UDALL, Arizona ERNEST F. HOLLINGS, South Carolina GEORGE E. BROWN, Jr, California HUBERT H. HUMPHREY, Minnesota CHARLES A. MOSHER, Ohio RICHARD S. SCHWEIKER, Pennsylvania MARVIN L. ESCH, Michigan TED STEVENS, Alaska MARJORIE S. HOLT, Maryland EMILIO Q. DADDARIO EMilio Q. DADDAO, Director DANIEL V. DESiMONE, Deputy Direclor URBAN MasS TRANSIT ADVISORY PANEL WALTER J. BiERWAGEN, Amalgamated Transit Union Dr DORN MC GRATH, George Washington Univer- ROBERT A. Buaco, Public Policy Research Associa- Sity tion Dr. BERNARD M. OLWER, Hewlett-Packard Corp. JEANNE J. Fox, Joint Center for Political Studies SIMON REICH, Gibbs and Hill DR. LAWRENCE A. (Goldmuntz Economics and PROF. THOMAS C. SUTHERLAND, Jr., Princeton Science Planning University. GEORGE KRAMBLES , Chicago Transit Authority FREDERICK P. SALVUCCI, Massachusetts DOT DR. STEWART F. TAYLOR, Sanders and Thomas, Inc. OTA T RANSPORTATION A SSESSMENT S TAFF M EMBERS MARY E. AMES Dn. GRETCHEN S.
    [Show full text]
  • Bibliography
    Bibliography There is no claim that any section of this bibliography is complete. All that can be said is that an honest attempt has been made to list most of the major papers in the various topics up to the end of 197 5. There are problems whenever one attempts to cover such a vast field as this. Would the reader prefer an alphabetical list of authors?-or an alphabetical list of subjects? How should the topic be subdivided to make reference easier? As soon as subdivision is made there are sure to be papers that overlap more than one section. There will also be papers that do not really 'fit' any one subdivision, so there is almost bound to be a 'General' section, which many classifiers condemn as a mark of failure. An attempt has been made not to duplicate a paper in two or more sections but to decide, on balance, which is the more relevant section. The main overlap occurs, of course, between 'Transport' and 'Levitation', and readers are warned to check carefully that an apparently 'missing' paper is not in the other section. The order of presentation is fairly arbitrary. 'General' could equally well have come last. The other problems as to the order of listing were finally solved by declaring: 'This is a history book, the papers shall be listed in order of year of publication'. In that way, the order at least makes a vague attempt to follow the text. The only thing that is claimed is that this is probably the most comprehensive list of publications to date on the subject of linear motors and allied topics.
    [Show full text]
  • Automated Guideway Transit: an Assessment of PRT and Other New Systems
    Automated Guideway Transit: An Assessment of PRT and Other New Systems June 1975 NTIS order #PB-244854 UNITED STATES CONGRESS Office of Technology Assessment AUTOMATED GUIDEWAY TRANSIT AN ASSESSMENT OF PRT AND OTHER NEW SYSTEMS INCLUDING SUPPORTING PANEL REPORTS PREPARED AT THE REQUEST OF THE SENATE COMMITTEE ON APPROPRIATIONS TRANSPORTATION SUBCOMMITTEE w JUNE 1975 U.S. GOVERNMENT PRINTING OFFICE S4+70 o WASHINGTON : 1975 For sale by the Superintendent of DOCIUIN@S, U.S. Government Printing Oflice Washington, D.C. 20402- Prtce $3.65 Congress of the United States Office of Technology Assessment Washington, D.C. 20510 TECHNOLOGY ASSESSMENT BOARD OLIN E. TEAGUE, Texas, Chairman CLIFFORD P. CASE, New Jersey, Vice Chairman EDWARD M. KENNEDY, Massachusetts MORRIS K. UDALL, Arizona ERNEST F. HOLLINGS, South Carolina GEORGE E. BROWN, Jr, California HUBERT H. HUMPHREY, Minnesota CHARLES A. MOSHER, Ohio RICHARD S. SCHWEIKER, Pennsylvania MARVIN L. ESCH, Michigan TED STEVENS, Alaska MARJORIE S. HOLT, Maryland EMILIO Q. DADDARIO EMilio Q. DADDAO, Director DANIEL V. DESiMONE, Deputy Direclor URBAN MasS TRANSIT ADVISORY PANEL WALTER J. BiERWAGEN, Amalgamated Transit Union Dr DORN MC GRATH, George Washington Univer- ROBERT A. Buaco, Public Policy Research Associa- Sity tion Dr. BERNARD M. OLWER, Hewlett-Packard Corp. JEANNE J. Fox, Joint Center for Political Studies SIMON REICH, Gibbs and Hill DR. LAWRENCE A. (Goldmuntz Economics and PROF. THOMAS C. SUTHERLAND, Jr., Princeton Science Planning University. GEORGE KRAMBLES , Chicago Transit Authority FREDERICK P. SALVUCCI, Massachusetts DOT DR. STEWART F. TAYLOR, Sanders and Thomas, Inc. OTA T RANSPORTATION A SSESSMENT S TAFF M EMBERS MARY E. AMES Dn. GRETCHEN S.
    [Show full text]
  • Les Chemins De Fer Monorails
    Les chemins de fer monorails P: Oehrli Le Rail Lausanne 2013 L'histoire des chemins de fer monorails Pierre Oehrli Dans une première période (1821-1900), le développement du monorail est rapide parce que l'on voit dans ce système un moyen simple, efficace et bon marché d'assurer le transport de marchandises et de voyageurs. La facilité de l'installer dans des régions montagneuses constitue un autre point favorable. La difficulté de construire des routes dans des régions escarpées ou de circuler dans les villes sur des rues étroites surchargées par la traction hippomobile ont aussi été déterminantes. Durant la seconde période (1901-1945), plusieurs monorails de divers types sont construits sans être exploités commercialement. Durant les troisième (1945-2000) et quatrième périodes (21ème siècle), l'évolution est rapide parce que l'on cherche à mettre en site propre un moyen rapide, automatisé et à grande capacité afin d'éviter la congestion des avenues citadines ou des autoroutes. Le présent article est un condensé de l'évolution des monorails. Elle est présentée ci- dessous en respectant la chronologie et en y ajoutant quelques événements marquants liés aux transports publics. Première période (-> 1900) 1810: Fondation de la compagnie Ludwig von Roll & Cie qui devient la Société des usines Louis von Roll en 1823, puis von Roll SA en 1962 et von Roll Holding en 1995.A cette époque, l'entreprise métallurgique est la plus importante de Suisse. Von Roll jouera un rôle important au niveau des transports, y compris des monorails. 1815: Joseph von Baader (1763-1835) obtient un brevet pour la construction de voies ferrées avec un ou deux rails dans le but d'obtenir un bon guidage et de diminuer la friction.
    [Show full text]
  • Thesis G. De Tilière N2568
    UC Berkeley Earlier Faculty Research Title Managing Projects with Strong Technological Rupture - Case of High-Speed Ground Transportation Permalink https://escholarship.org/uc/item/07h129d3 Author de Tilière, Guillaume Publication Date 2002 eScholarship.org Powered by the California Digital Library University of California MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THESIS N° 2568 (2002) PRESENTED AT THE CIVIL ENGINEERING DEPARTMENT SWISS FEDERAL INSTITUTE OF TECHNOLOGY - LAUSANNE BY GUILLAUME DE TILIÈRE Civil Engineer, EPFL French nationality Approved by the proposition of the jury: Prof. F.L. Perret, thesis director Prof. M. Hirt, jury director Prof. D. Foray Prof. J.Ph. Deschamps Prof. M. Finger Prof. M. Bassand Lausanne, EPFL 2002 MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THÈSE N° 2568 (2002) PRÉSENTÉE AU DÉPARTEMENT DE GÉNIE CIVIL ÉCOLE POLYTECHNIQUE FÉDÉRALE DE LAUSANNE PAR GUILLAUME DE TILIÈRE Ingénieur Génie-Civil diplômé EPFL de nationalité française acceptée sur proposition du jury : Prof. F.L. Perret, directeur de thèse Prof. M. Hirt, rapporteur Prof. D. Foray, corapporteur Prof. J.Ph. Deschamps, corapporteur Prof. M. Finger, corapporteur Prof. M. Bassand, corapporteur Document approuvé lors de l’examen oral le 19.04.2002 Abstract 2 ACKNOWLEDGEMENTS I would like to extend my deep gratitude to Prof. Francis-Luc Perret, my Supervisory Committee Chairman, as well as to Prof. Dominique Foray for their enthusiasm, encouragements and guidance. I also express my gratitude to the members of my Committee, Prof. Jean-Philippe Deschamps, Prof. Mathias Finger, Prof. Michel Bassand and Prof. Manfred Hirt for their comments and remarks.
    [Show full text]
  • Automated Guideway Transit Technology Development March 1980 6
    Automated Guideway Transit Te~hnology -oevelop.ment I . ·· A· . '·.~ I · MARCH 1980 Document is available to the public through the National Technical Information Service, Springfield, Virginia 22151 Prepared for OFFICE. OF TECHNOLOGY DEVELOPMENT AND DEPLOYMENT URBAN MASS TRANSfORTATION ADMINISTRATION .U.S. DEPARTMENT· OF TRANSPORTATION Washington, D.C. 20590 Technical ~eport Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Cotolog No, UMTA-VA-06-0056-80-1 --,--=--,--- --,-- - - - - --- -_.__ _____________ _ ___ _ _____ _____ ___-------1 4. Title ond Subtitle 5. Report Date Automated Guideway Transit Technology Development March 1980 6. Performing Organization Code t---;:;---,--,---:--;--- - --------- - -------------~ 8 . Performing Orgoni zotion Report No. 7 th0 - Au r'sl G. Daniel, R. Hoyler, G. Izumi, D. MacKinnon, Ul1TA; MTR-? -WOOOSS R. l 9 A. Priver. D. Sussman. TSC: A. Chambliss. C. Chung. MIT'E 9. P ·erforming Organization Nome and Address 10. Work Unit No. (TRAIS) The MITRE Corporation, Metrek Division 11. Controcl or Gron! No. 1820 Dolley Madison Boulevard DOT-UT-90063 McLean, Virginia 22102 13. Type al Report ond Period Covered --------- - - ----- 12. Sponsoring Agency Name and Address U.S. Department of Transportation Urban Mass Transportation Administration 400 Seventh Street, S,W. 14. Sponsoring Agency Code Washington, D. C. 20590 15 . Supplemenlory Notes Urban Systems Department Project Number: 1284A 16. Abstract Automated Guideway Transit (AGT) systems offer the promise of meeting many of our present and future urban transportation needs and providing convenient and dependable service. However, many technological problems must be resolved before an AGT system can become a major transit operation. To address these problems, the Federal Government established the AGT Supporting Technology (AGTST) Program.
    [Show full text]