Impacto al nivel de servicio de rotondas en Cuenca, producto de cambios geométricos
Keywords:
roundabouts, geometric parameters, circulation speed, accidents, level of serviceAbstract
Ecuador still does not possess technical design guidelines for roundabouts in line with the latest international standards. The current norm uses concepts for geometric parameters and capacity calculation that were discarded in the United States and Europe in the 60s. This situation led to the construction of heterogeneous roundabouts that generally have limitations in operational performance and/or safety issues. This paper presents the comparison of five well-regarded guidelines or manuals of geometric design for roundabouts in urban areas. The geometric design parameters that are used as a measure to decrease and homogenize vehicle speeds, and their impact on the level of service and capacity are analyzed. Based on the conducted analysis two city intersections were redesigned. The new solutions provided an improvement of 60 to 90% of the geometric design parameters according to internationally accepted standards. Circulation speeds are potentially reduced through, namely the increase of deflection. In terms of capacity there should be a small increase that consequently reduced the delays, thus slightly improving the level of service. Therefore, and in resume, the geometric design proposed parameters and redesigns should reduce the risk and severity of accidents without negatively affecting the current operational characteristics.
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Bastos, A., Mala, Á. (2010). Manual de planeamento das acessibilidades e da gestão viária. Porto: Comissão de Coordenação e Desenvolvimento Regional do Norte (CCDR-N).
Bastos, A., Santos, S., Vasconcelos, L., Seco, Á., Silva, J. P. (2014). Driver behavior characterization in roundabout crossings. Transportation Research Procedia, 3, 80-89.
Caimi, M., Galarraga, J. (2007). Estimación del tiempo de aceptación y del tiempo de seguimiento en rotondas en Uruguay. XIII Congreso Chileno de Ingeniería de Transporte, pp. 1-14. Disponible en http://admin.aeurus.cl/upload/archivos/sochitran/4186/14/1461353240.pdf
Cal, R., Reyes, M., Cárdenas, J. (2007). Ingeniería de tránsito: Fundamentos y aplicaciones. (8a ed.). México D. F., México: Alfaomega Grupo Editor S.A., 324 p.
Consejo de Seguridad Ciudadana. (2014). Cuenca en cifras 2014. Cuenca, Ecuador: Centro de Estudios Estratégicos.
Consejo de Seguridad Ciudadana. (2015). Cuenca en cifras 2015. Cuenca, Ecuador: Centro de Estudios Estratégicos.
Consejo Metropolitano de Quito. (2012). Ordenanza N° 3746: Normas arquitectónicas y urbanísticas. Quito, Ecuador: Dirección Metropolitanta de Planificación Territorial y Servicios Públicos.
Daniels, S., Brijs, T., Nuyts, E., Wets, G. (2010). Extended prediction models for crashes at roundabouts. Safety Science, 49(2), 198-207.
Elvik, R. (2003). Effects on road safety of converting intersections to roundabouts: Review of evidence from Non-U.S. studies. Journal of the Transportation Research Board, 1-10.
GAD Cuenca. (2013). Estudio de volúmenes de tránsito de diferentes intersecciones de la ciudad de Cuenca. Cuenca, Ecuador: Municipalidad de Cuenca.
GAD Cuenca. (2014). Servicios de inventario vial en la zona urbana del Cantón Cuenca. Cuenca, Ecuador: Municipalidad de Cuenca.
GAD de Cuenca. (2015). Plan de movilidad y espacios públicos. Cuenca, Ecuador: Municipalidad de Cuenca.
Gallellia, V., Vaianaa, R., Iuelea, T. (2014). Comparison between simulated and experimental crossing speed. Procedia Social and Behavioral Sciences, 111, 117-126.
Garber, N., Hoel, L. (2009). Traffic and highway engineering. Toronto, Canada: Cengage Learning.
Guichet, B. (2005). Evolution of roundabout in France and new uses. Washington D.C., US: Trasnportation Research Circular E-C083, 7 p.
HCM. (2010). Highway capacity manual. Washington D.C., US: Transportation Research Board of the National Academies.
Hydén, C., Várheyi, A. (2000). The effects on safety, time consumption and environment of large scale use of roundabouts in an urban area: a case study. Accident Analysis & Prevention, 32(1), 11-23.
Montella, A. (2011). Identifying crash contributory factors at urban roundabout and using association rules to explore their relationships to different crash types. Accident Analysis and Prevention, 43(4), 1451-1463.
Montella, A., Truner, S., Chiaradonna, S., Albridge, D. (2012). Proposals for improvement of the Italian roundabout geometric design standard. Procedia-Social and Behavior Sciencies, 53, 189-202.
MOP. (2003). Nomas de diseño geométrico de carreteras. Quito, Ecuador: Ministerio de Obras Públicas.
Nueman, T. R., Pfefer, R., Slack, K. L., Hardy, K. K., Harwood, D. W., Potts, I. B., ... Kohlman, R. (2003). A guide for addressing unsignalized intersection collisions. Washington D.C., US: NCHRP Report 500.
Ortega, E. (2017). Evaluación de la capacidad en rotondas, en función de la optimización de su diseño geométrico basado en un aumento de la seguridad. Caso de estudio Cuenca. Leiria, Portugal: Instituo Politénico de Leiria. Tesis de maestría, 130 p.
Rodegerdts, L., Bansen, J., Tiesler, C., Knudsen, J., Myers, E., Jhonson, M., ... O'Brien, A. (2010). NCHRP REPORT 672-Roundabout: An informational guide. Whasington, D.C., US: Transportation Research Board.
Spacek, P. (2004). Basis of the Swiss design standard for roundabout. Transportation Research Record, 27-35.
Subsecretaría de Estado de Infraestructuras, Transporte y Vivienda. (2012). Guía de nudos varios. Madrid, España: Ministerio de Fomento.
The Highways Agency, Transport Scotland, Welsh Assembly Government Llywodraeth Cymru, The Department for Regional Development Northern Ireland. (2007). Geometryc design of roundabouts. London, UK: Design Manual for Roads and Bridges.
Thenoux, G., Villasante, R. (2003). Estudio aplicación guía AASTHO 2000 para el diseño de rotondas en Chile. Departamento de Ingeniería y Gesión de la Construcción, 403-412.
Wang, W., Yang, X. (2012). Research on capacity of roundabouts in Beijing. Procedia - Social and Behavioral Sciences, 43, 157-168.
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