Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series

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The study of the rainfall distribution and temporal evolution is interesting in hydrological design projects. The IDF curves is most useful methodology to define the design storm based on rain intensity, duration and recurrence. Its construction has often been limited by the availability of pluviogr...

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Detalles Bibliográficos
Autores principales: Marcus, Ramiro, Morresi, María del Valle, Elizalde Carrillo, Esteban, Macor, José, Cristina, Ignacio
Formato: Artículo revista
Lenguaje:Español
Publicado: CURIHAM: Centro Universitario Rosario de Investigaciones Hidroambientales Facultad de Ciencias Exactas, Ingeniería y Agrimensura. Universidad Nacional de Rosario Director: Dr. Ing. Hernán Stenta Riobamba 245 bis, 2000 Rosario (Santa Fe), Argentina. Telefa 2019
Materias:
IDF
Intensidad
Precipitación
CIM
Intensity
Rainfall
Acceso en línea:https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118
Aporte de:
Cuadernos del CURIHAM de Universidad Nacional de Rosario
id I15-R229-article-118
record_format ojs
institution Universidad Nacional de Rosario
institution_str I-15
repository_str R-229
container_title_str Cuadernos del CURIHAM
language Español
format Artículo revista
topic IDF
Intensidad
Precipitación
CIM
IDF
Intensity
Rainfall
CIM
spellingShingle IDF
Intensidad
Precipitación
CIM
IDF
Intensity
Rainfall
CIM
Marcus, Ramiro
Morresi, María del Valle
Elizalde Carrillo, Esteban
Macor, José
Cristina, Ignacio
Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
topic_facet IDF
Intensidad
Precipitación
CIM
IDF
Intensity
Rainfall
CIM
author Marcus, Ramiro
Morresi, María del Valle
Elizalde Carrillo, Esteban
Macor, José
Cristina, Ignacio
author_facet Marcus, Ramiro
Morresi, María del Valle
Elizalde Carrillo, Esteban
Macor, José
Cristina, Ignacio
author_sort Marcus, Ramiro
title Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
title_short Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
title_full Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
title_fullStr Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
title_full_unstemmed Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series
title_sort intensity–duration–frequency (idf) curves for cim-fich meteorological station.1986–2016 series
description The study of the rainfall distribution and temporal evolution is interesting in hydrological design projects. The IDF curves is most useful methodology to define the design storm based on rain intensity, duration and recurrence. Its construction has often been limited by the availability of pluviographic data, in relation to the spatial coverage of the stations and the insufficient length of the records. The objective of this work is to update the curves of the IDF of the Meteorological Information Center (CIM) "Lic. Enrique B. Rodríguez", Facultad de Ingeniería y Ciencias Hídricas, Universidad Nacional del Litoral (FICH–UNL). The IDF curves was determined by Sherman methodology and was verified that the rain intensity decreases when the duration increases and, during the same duration, the rain intensity increases with the return period. The rain intensities less than and equal to 10 minutes exceed 100 mm/h for all recurrences. The IDF curves for the CIM station show a lower rain intensity and those defined for the cities of Rafaela and Paraná, with percentage differences that increase with recurrence.
publisher CURIHAM: Centro Universitario Rosario de Investigaciones Hidroambientales Facultad de Ciencias Exactas, Ingeniería y Agrimensura. Universidad Nacional de Rosario Director: Dr. Ing. Hernán Stenta Riobamba 245 bis, 2000 Rosario (Santa Fe), Argentina. Telefa
publishDate 2019
url https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118
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AT macorjose intensitydurationfrequencyidfcurvesforcimfichmeteorologicalstation19862016series
AT cristinaignacio intensitydurationfrequencyidfcurvesforcimfichmeteorologicalstation19862016series
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AT elizaldecarrilloesteban curvasdeintensidadduracionfrecuenciaidfdelaestacionmeteorologicadelcimfichserie19862016
AT macorjose curvasdeintensidadduracionfrecuenciaidfdelaestacionmeteorologicadelcimfichserie19862016
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first_indexed 2023-05-18T23:05:22Z
last_indexed 2023-05-18T23:05:22Z
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spelling I15-R229-article-1182022-12-14T02:41:29Z Intensity–Duration–Frequency (IDF) curves for CIM-FICH meteorological station.1986–2016 Series Curvas de Intensidad – Duración – Frecuencia (IDF) de la estación meteorológica del CIM–FICH. Serie 1986–2016 Marcus, Ramiro Morresi, María del Valle Elizalde Carrillo, Esteban Macor, José Cristina, Ignacio IDF Intensidad Precipitación CIM IDF Intensity Rainfall CIM The study of the rainfall distribution and temporal evolution is interesting in hydrological design projects. The IDF curves is most useful methodology to define the design storm based on rain intensity, duration and recurrence. Its construction has often been limited by the availability of pluviographic data, in relation to the spatial coverage of the stations and the insufficient length of the records. The objective of this work is to update the curves of the IDF of the Meteorological Information Center (CIM) "Lic. Enrique B. Rodríguez", Facultad de Ingeniería y Ciencias Hídricas, Universidad Nacional del Litoral (FICH–UNL). The IDF curves was determined by Sherman methodology and was verified that the rain intensity decreases when the duration increases and, during the same duration, the rain intensity increases with the return period. The rain intensities less than and equal to 10 minutes exceed 100 mm/h for all recurrences. The IDF curves for the CIM station show a lower rain intensity and those defined for the cities of Rafaela and Paraná, with percentage differences that increase with recurrence. El estudio de la precipitación, su distribución y evolución temporal son de interés para proyectos de diseño hidrológico. Las curvas IDF es la metodología más utilizada para definir la tormenta de diseño en base a la relación entre la intensidad de la lluvia, la duración y la recurrencia. Su construcción muchas veces se ve limitada por la escasa disponibilidad de datos pluviográficos, referente a la cobertura espacial de las estaciones y a la longitud insuficiente de los registros. El presente trabajo tiene por objetivo actualizar las curvas IDF del Centro de Informaciones Meteorológicas (CIM) “Lic. Enrique B. Rodríguez”, Facultad de Ingeniería y Ciencias Hídricas, Universidad Nacional del Litoral (FICH–UNL). Las curvas IDF fueron calculadas por el método de Sherman y se verificó que la intensidad de precipitación decrece cuando aumenta la duración y para una misma duración, la intensidad aumenta con el periodo de retorno. Las intensidades menores e iguales a 10 minutos superan los 100 mm.h -1 para todas las recurrencias. Las curvas IDF determinadas para la estación del CIM presentan intensidades de lluvia menores a las definidas para las localidades de Rafaela y Paraná, con diferencias porcentuales que aumentan con la recurrencia.  CURIHAM: Centro Universitario Rosario de Investigaciones Hidroambientales Facultad de Ciencias Exactas, Ingeniería y Agrimensura. Universidad Nacional de Rosario Director: Dr. Ing. Hernán Stenta Riobamba 245 bis, 2000 Rosario (Santa Fe), Argentina. Telefa 2019-12-13 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion application/pdf application/zip https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118 10.35305/curiham.v25i0.118 Cuadernos del CURIHAM is a half-year publication of the Centro Universitario de Rosario of hydro-environmental research directed by Adelma Mancinelli. It is dedicated to spreading the results of basic and applied research as well as technological innovations on the realm of hidro-environmental issues. It may include field study results, interdisciplinary studies or studies on the state of art on the field: basic hydraulics, fluvial and hydrodinamics, superficial and underground hydrology, urban and stochastic hydrology, planning and management of hydric resources, environmental evaluation, pollution and quality of the water, politics and water legislation, regional hydro-environmental management, hydraulic construction, methods and techniques and everything related to hydro-environmental sciences.; Vol. 25 (2019); 41-57 Cuadernos del CURIHAM; Vol. 25 (2019); 41-57 2683-8168 spa https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118/86 https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118/150 https://cuadernosdelcuriham.unr.edu.ar/index.php/CURIHAM/article/view/118/149 https://creativecommons.org/licenses/by-nc-sa/4.0

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