Análisis de escurrimientos máximos en Los Arroyos El Cangrejo y El Coajinque: huracán Lidia, Autlán Jalisco, México: Analysis of Maximum Runoff in the El Cancrejo andCoajinque Streams: Hurricane Lidia, Autlán Jalisco, Mexico

 

Wedi'i Gadw mewn:
Manylion Llyfryddiaeth
Awduron: Ceron Galindo, Christian Yael, Fregoso González, Néstor Leonardo, Pelayo Villaseñor, Maritza Adilene, Godínez de la Rosa4, Alexis Fabian
Fformat: artículo original
Statws:Versión publicada
Dyddiad Cyhoeddi:2025
Disgrifiad:Surface runoff originates from factors such as different rainfall intensities, relief, physical environment of the soil and vegetation cover, in which a certain control is exercised. The data analysis was through the characterization of tributary basins, with a slope of 38%, time of concentration of 109 minutes for the El Cangrejo basin and 133 for El Coajinque basin, the predominant soil in both basins is of the Regosol type; the meteorological stations located within the basins were considered, which register a maximum rainfall intensity for return periods of 2 to 100 years of 22. 6 to 53.4 mm hr-1 for the Autlán station and 42.5 to 100.4 mm hr-1 for El Jalocote. The maximum flood was estimated at 2 hours for El Cangrejo and 2.45 for El Coajinque, a situation that favors the risk of flooding in the lower part of the basins and valley zone. The maximum footprints were evaluated for a similar flow, it was greater for El Cangrejo with 936.3 m3 s-1. The trend suggests alternating periods of maximum daily rainfall outside the range of the average value of 4 to 18 years with the presence of events that could impact lower areas of the tributary basins.
Gwlad:Portal de Revistas UNA
Sefydliad:Universidad Nacional de Costa Rica
Repositorio:Portal de Revistas UNA
Iaith:Español
Inglés
Portugués
OAI Identifier:oai:www.revistas.una.ac.cr:article/21452
Mynediad Ar-lein:https://www.revistas.una.ac.cr/index.php/geografica/article/view/21452
Allweddair:potential use
runoff
return period
trend
flow
uso potencial
escurrimiento
periodo de retorno
tendencia
caudal
escoamento superficial
período de retorno
vazão