dor_id: 19132

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590.#.#.d: Los artículos enviados a la revista "Investigaciones Geográficas", se juzgan por medio de un proceso de revisión por pares

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336.#.#.b: article

336.#.#.3: Artículo de Investigación

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351.#.#.b: Investigaciones Geográficas

351.#.#.a: Artículos

harvesting_group: RevistasUNAM

270.1.#.p: Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

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856.4.0.u: http://www.investigacionesgeograficas.unam.mx/index.php/rig/article/view/34536/31472

100.1.#.a: Pérez Sesma, José Antonio Agustín; Maderey Rascón, Laura Elena; Pereyra Díaz, Domitilio; Filobello Niño, Uriel Antonio

524.#.#.a: Pérez Sesma, José Antonio Agustín, et al. (2012). Estimation of flood design using the instantaneous hydrograph unit: a case study of the Tecolutla river watershed, Mexico. Investigaciones Geográficas; Núm. 79. Recuperado de https://repositorio.unam.mx/contenidos/19132

245.1.0.a: Estimation of flood design using the instantaneous hydrograph unit: a case study of the Tecolutla river watershed, Mexico

502.#.#.c: Universidad Nacional Autónoma de México

561.1.#.a: Instituto de Geografía, UNAM

264.#.0.c: 2012

264.#.1.c: 2012-11-30

506.1.#.a: La titularidad de los derechos patrimoniales de esta obra pertenece a las instituciones editoras. Su uso se rige por una licencia Creative Commons BY-NC 4.0 Internacional, https://creativecommons.org/licenses/by-nc/4.0/legalcode.es, para un uso diferente consultar al responsable jurídico del repositorio por medio del correo electrónico dianachg@igg.unam.mx

884.#.#.k: http://www.investigacionesgeograficas.unam.mx/index.php/rig/article/view/34536

001.#.#.#: 073.oai:ojs.pkp.sfu.ca:article/34536

041.#.7.h: spa

520.3.#.a: In this research an instantaneous hydrograph unit (IUh), is used to characterize the flood design at the El Remolino station, located in the Tecolutla river watershed. Rainfall data from 24 stations, all of them located within, or in the vicinity of the watershed was used for the period 1961–1999 to learn about the flood design. From this period we selected 16 more intense storms recorded in the watershed, which generated a peak discharge expenditure greater than 3000 m3/s. The design hydrograph was obtained, using the maximum rainfall within 24 hours, for the return periods of 25, 50 and 100 years. It was found that the design hydrographs for 25 years would have a discharge peak of 21 053.7 m3/s, to 50 years of 23 653.5 m3/s and 100 years of 26 281.4 m3/s. These results indicate that the HUI has an over–estimation in the peak discharge, this over estimation might be because the design storms used have a duration in excess of four days and rainfall in excess of 495.4 mm, 557.2 mm and 618.6 mm for each return period. Finally, the peak discharge estimated, with the HUI, and the peak discharge registered, show a coefficient R2 = 0. 956, what shows the effectiveness of the model here proposed.

773.1.#.t: Investigaciones Geográficas; Núm. 79

773.1.#.o: http://www.investigacionesgeograficas.unam.mx/index.php/rig/index

022.#.#.a: ISSN electrónico: 2448-7279; ISSN impreso: 0188-4611

310.#.#.a: Cuatrimestral

264.#.1.b: Instituto de Geografía, UNAM

doi: https://doi.org/10.14350/rig.34536

handle: 00e245e8bb673c41

harvesting_date: 2023-08-23 17:00:00.0

856.#.0.q: application/pdf

245.1.0.b: Estimación de la creciente de diseño utilizando el hidrograma unitario instantáneo: el caso de la Cuenca del río Tecolutla, México

last_modified: 2023-08-23 17:00:00

license_url: https://creativecommons.org/licenses/by-nc/4.0/legalcode.es

license_type: by-nc

_deleted_conflicts: 2-4c10c668e0171199142890ad53faf6af

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Artículo

Estimation of flood design using the instantaneous hydrograph unit: a case study of the Tecolutla river watershed, Mexico

Pérez Sesma, José Antonio Agustín; Maderey Rascón, Laura Elena; Pereyra Díaz, Domitilio; Filobello Niño, Uriel Antonio

Instituto de Geografía, UNAM, publicado en Investigaciones Geográficas, y cosechado de Revistas UNAM

Licencia de uso

Procedencia del contenido

Entidad o dependencia
Instituto de Geografía, UNAM
Revista
Investigaciones Geográficas
Repositorio
Revistas UNAM
Contacto
Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

Cita

Pérez Sesma, José Antonio Agustín, et al. (2012). Estimation of flood design using the instantaneous hydrograph unit: a case study of the Tecolutla river watershed, Mexico. Investigaciones Geográficas; Núm. 79. Recuperado de https://repositorio.unam.mx/contenidos/19132

Descripción del recurso

Autor(es)
Pérez Sesma, José Antonio Agustín; Maderey Rascón, Laura Elena; Pereyra Díaz, Domitilio; Filobello Niño, Uriel Antonio
Tipo
Artículo de Investigación
Área del conocimiento
Ciencias Sociales y Económicas
Título
Estimation of flood design using the instantaneous hydrograph unit: a case study of the Tecolutla river watershed, Mexico
Fecha
2012-11-30
Resumen
In this research an instantaneous hydrograph unit (IUh), is used to characterize the flood design at the El Remolino station, located in the Tecolutla river watershed. Rainfall data from 24 stations, all of them located within, or in the vicinity of the watershed was used for the period 1961–1999 to learn about the flood design. From this period we selected 16 more intense storms recorded in the watershed, which generated a peak discharge expenditure greater than 3000 m3/s. The design hydrograph was obtained, using the maximum rainfall within 24 hours, for the return periods of 25, 50 and 100 years. It was found that the design hydrographs for 25 years would have a discharge peak of 21 053.7 m3/s, to 50 years of 23 653.5 m3/s and 100 years of 26 281.4 m3/s. These results indicate that the HUI has an over–estimation in the peak discharge, this over estimation might be because the design storms used have a duration in excess of four days and rainfall in excess of 495.4 mm, 557.2 mm and 618.6 mm for each return period. Finally, the peak discharge estimated, with the HUI, and the peak discharge registered, show a coefficient R2 = 0. 956, what shows the effectiveness of the model here proposed.
Idioma
spa
ISSN
ISSN electrónico: 2448-7279; ISSN impreso: 0188-4611

Enlaces