2022
DOI: 10.24850/j-tyca-15-1-9
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Curvas de Intensidad-Duración-Frecuencia para la ciudad de Santa Clara, Cuba

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Cited by 3 publications
(2 citation statements)
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“…The one-dimensional (1D) model (Beta model) and three flood test models for scenarios of 1% (100 years), 2% (50 years), and 10% (10 years) of probability for hydrometeorological events were analyzed [32]. Hydrological data for Santa Clara city reported in [36,37] were used. After running the HEC-RAS model, the results were exported to the geographic information system (GIS) in the format of the RAS GIS Export file.…”
Section: Methodological Frameworkmentioning
confidence: 99%
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“…The one-dimensional (1D) model (Beta model) and three flood test models for scenarios of 1% (100 years), 2% (50 years), and 10% (10 years) of probability for hydrometeorological events were analyzed [32]. Hydrological data for Santa Clara city reported in [36,37] were used. After running the HEC-RAS model, the results were exported to the geographic information system (GIS) in the format of the RAS GIS Export file.…”
Section: Methodological Frameworkmentioning
confidence: 99%
“…The 1D model represents the terrain as a sequence of cross sections and simulates flow to estimate the average velocity and water depth at each cross section. The selected hydrological model is reported in [38]; more detail and local hydrological data for Santa Clara city were reported in [36,37]. The Beta model included two important aspects for the simulation: (i) the existing frontage lines due to nearby construction along the channel, which caused flow choking; and (ii) the presence of structures such as bridges across the channel.…”
Section: Hec-ras One-dimensional (1d) Modelmentioning
confidence: 99%