2022
DOI: 10.1016/j.ejrh.2022.101247
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Estimation of flood-exposed population in data-scarce regions combining satellite imagery and high resolution hydrological-hydraulic modelling: A case study in the Licungo basin (Mozambique)

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Cited by 10 publications
(11 citation statements)
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References 108 publications
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“…This type of discretisation of the spatial domain has already been applied in previous studies with good results (Cea et al, 2022;Komi et al, 2017;Uber et al, 2021).…”
Section: Numerical Modelmentioning
confidence: 98%
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“…This type of discretisation of the spatial domain has already been applied in previous studies with good results (Cea et al, 2022;Komi et al, 2017;Uber et al, 2021).…”
Section: Numerical Modelmentioning
confidence: 98%
“…Several recent studies in various regions of the world concluded that Copernicus GLO-30 is the DEM with the best overall performance for hydrological modelling purposes that is currently available for free (Cea et al 2022;Garrote, 2022;Guth and Geoffroy, 2021;Maresova et al, 2021), producing a better representation of the terrain for hydrological and hydraulic computations than other commonly used 1 arc-sec DEMs, such as ALOS, ASTER, NASADEM and SRTM v3.…”
Section: Digital Elevation Modelmentioning
confidence: 99%
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“…The F1 score 35 is the harmonic mean of precision (positive predictive value, PPV) and recall (hit rate, HR):…”
Section: Performance Indicatorsmentioning
confidence: 99%
“…La aplicación de modelos hidrológicos completamente distribuidos basados en las ecuaciones de aguas someras bidimensionales, también conocidas como 2D Shallow Water Equations (2D-SWE), es cada vez más habitual en las simulaciones lluvia-escorrentía a escala de cuenca (Costabile et al, 2012;Liang et al, 2015;Fernández-Pato et al, 2018;Bellos et al, 2020;Uber et al, 2021;Cea, Álvarez, et al, 2022;García-Alén et al, 2022). Estos modelos presentan varias ventajas con respecto a los modelos agregados o semi-distribuidos, como la capacidad de incluir en sus cálculos la variabilidad espacial de la lluvia y de las propiedades físicas de la cuenca (Refsgaard, 1997).…”
Section: Introductionunclassified