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Please use this identifier to cite or link to this item: http://dspace.ucuenca.edu.ec/handle/123456789/34234
Title: Performance assessment of two-dimensional hydraulic models for generation of flood inundation maps in mountain river basins
Authors: Timbe Castro, Luis Manuel
Pinos Flores, Juan Andres
metadata.dc.ucuenca.correspondencia: Pinos Flores, Juan Andres, juan.pinosf@ucuenca.edu.ec
Keywords: Water surface elevation
Ecuador
Flood extent
Flood modeling
High mountain river
Two-dimensional hydraulic models
Ecuador
Flood extent
Flood modeling
High mountain river
Two-dimensional hydraulic models
Water surface elevation
metadata.dc.ucuenca.areaconocimientofrascatiamplio: 2. Ingeniería y Tecnología
metadata.dc.ucuenca.areaconocimientofrascatidetallado: 2.1.1 Ingeniería Civil
metadata.dc.ucuenca.areaconocimientofrascatiespecifico: 2.1 Ingeniería Civil
metadata.dc.ucuenca.areaconocimientounescoamplio: 07 - Ingeniería, Industria y Construcción
metadata.dc.ucuenca.areaconocimientounescodetallado: 0732 - Construcción e Ingeniería Civil
metadata.dc.ucuenca.areaconocimientounescoespecifico: 073 - Arquitectura y Construcción
Issue Date: 2019
metadata.dc.ucuenca.embargoend: 31-Dec-2050
metadata.dc.ucuenca.volumen: Volumen 12, número 1
metadata.dc.source: Water Science and Engineering
metadata.dc.identifier.doi: 10.1016/j.wse.2019.03.001
metadata.dc.type: ARTÍCULO
Abstract: 
Abstract Hydraulic models for the generation of flood inundation maps are not commonly applied in mountain river basins because of the difficulty in modeling the hydraulic behavior and the complex topography. This paper presents a comparative analysis of the performance of four two-dimensional hydraulic models (HEC-RAS 2D, Iber 2D, Flood Modeller 2D, and PCSWMM 2D) with respect to the generation of flood inundation maps. The study area covers a 5-km reach of the Santa Barbara River located in the Ecuadorian Andes, at 2330 masl, in Gualaceo. The model's performance was evaluated based on the water surface elevation and flood extent, in terms of the mean absolute difference and measure of fit. The analysis revealed that, for a given case, Iber 2D has the best performance in simulating the water level and inundation for flood events with 20- and 50-year return periods, respectively, followed by Flood Modeller 2D, HEC-RAS 2D, and PCSWMM 2D in terms of their performance. Grid resolution, the way in which hydraulic structures are mimicked, the model code, and the default value of the parameters are considered the main sources of prediction uncertainty.
Description: 
Hydraulic models for the generation of flood inundation maps are not commonly applied in mountain river basins because of the difficulty in modeling the hydraulic behavior and the complex topography. This paper presents a comparative analysis of the performance of four two-dimensional hydraulic models (HEC-RAS 2D, Iber 2D, Flood Modeller 2D, and PCSWMM 2D) with respect to the generation of flood inundation maps. The study area covers a 5-km reach of the Santa Barbara River located in the Ecuadorian Andes, at 2330 masl, in Gualaceo. The model's performance was evaluated based on the water surface elevation and flood extent, in terms of the mean absolute difference and measure of fit. The analysis revealed that, for a given case, Iber 2D has the best performance in simulating the water level and inundation for flood events with 20- and 50-year return periods, respectively, followed by Flood Modeller 2D, HEC-RAS 2D, and PCSWMM 2D in terms of their performance. Grid resolution, the way in which hydraulic structures are mimicked, the model code, and the default value of the parameters are considered the main sources of prediction uncertainty.
URI: http://dspace.ucuenca.edu.ec/handle/123456789/34234
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85064252627&origin=inward
metadata.dc.ucuenca.urifuente: https://www.sciencedirect.com/journal/water-science-and-engineering/vol/12/issue/1
ISSN: 1674-2370
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