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https://dspace.ucuenca.edu.ec/handle/123456789/45804Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Cedillo Galarza, Juan Sebastian | |
| dc.contributor.author | Vazquez Patino, Angel Oswaldo | |
| dc.contributor.author | Sanchez Cordero, Esteban Remigio | |
| dc.date.accessioned | 2025-01-28T20:55:41Z | - |
| dc.date.available | 2025-01-28T20:55:41Z | - |
| dc.date.issued | 2024 | |
| dc.identifier.issn | 2073-4441 | |
| dc.identifier.uri | https://dspace.ucuenca.edu.ec/handle/123456789/45804 | - |
| dc.identifier.uri | https://www.scopus.com/record/display.uri?eid=2-s2.0-85207486874&doi=10.3390%2fw16202879&origin=inward&txGid=d115047f832bea5fddad0acee73cc3d1 | |
| dc.description.abstract | Hydrodynamic models (HMs) are tools for simulating flow behavior through the solution of conservation equations. These equations can have different degrees of simplification, which influence the model structure. One-dimensional (1D) HMs are still popular due to their simplicity. A crucial parameter for obtaining accurate 1D HM outputs is the effective Manning roughness factor (EMRF). The EMRF reflects additional numerical and dissipative aspects beyond boundary roughness. Although generalized likelihood uncertainty estimation (GLUE) is an important method for uncertainty analysis, it requires the selection of a likelihood function and a cutoff threshold. The goal of this study was to determine the effect of the likelihood function on the EMRF characteristics for mountain river morphologies, considering a certain cutoff threshold. The results show that the error model and the treatment of the residual in the objective function affect the EMRF range and limits in the studied reaches with a cascade or step pool. Furthermore, the analysis shows that these morphologies deviate from the model structure, which may affect the likelihood curve shape. Notably, the EMRF and measured roughness did not intersect in the studied reach with a plane bed, which is attributed to the presence of vegetation on the banks of that reach. | |
| dc.language.iso | es_ES | |
| dc.source | Water (Switzerland) | |
| dc.subject | Effective roughness | |
| dc.subject | Mountain rivers | |
| dc.subject | GLUE | |
| dc.title | Effect of the Likelihood Function on the Calibration of the Effective Manning Roughness Factor | |
| dc.type | ARTÍCULO | |
| dc.ucuenca.idautor | 0105725634 | |
| dc.ucuenca.idautor | 0104057351 | |
| dc.ucuenca.idautor | 0103665634 | |
| dc.identifier.doi | 10.3390/w16202879 | |
| dc.ucuenca.version | Versión publicada | |
| dc.ucuenca.areaconocimientounescoamplio | 07 - Ingeniería, Industria y Construcción | |
| dc.ucuenca.afiliacion | Vazquez, A., Universidad de Cuenca, Departamento de Ingeniería Civil, Cuenca, Ecuador; Vazquez, A., Universidad de Cuenca, Facultad de Ingeniería, Cuenca, Ecuador; Vazquez, A., Universidad de Cuenca, Facultad de Arquitectura y Urbanismo, Cuenca, Ecuador | |
| dc.ucuenca.afiliacion | Cedillo, J., Universidad de Cuenca, Facultad de Ingeniería, Cuenca, Ecuador | |
| dc.ucuenca.afiliacion | Sanchez, E., Universidad de Cuenca, Facultad de Ingeniería, Cuenca, Ecuador; Sanchez, E., Universidad de Cuenca, Departamento de Ingeniería Civil, Cuenca, Ecuador | |
| dc.ucuenca.correspondencia | Cedillo Galarza, Juan Sebastian, sebastian.cedillog@ucuenca.edu.ec | |
| dc.ucuenca.volumen | Volumen 16, número 20 | |
| dc.ucuenca.indicebibliografico | SCOPUS | |
| dc.ucuenca.factorimpacto | 0.72 | |
| dc.ucuenca.cuartil | Q1 | |
| dc.ucuenca.numerocitaciones | 0 | |
| dc.ucuenca.areaconocimientofrascatiamplio | 2. Ingeniería y Tecnología | |
| dc.ucuenca.areaconocimientofrascatiespecifico | 2.1 Ingeniería Civil | |
| dc.ucuenca.areaconocimientofrascatidetallado | 2.1.1 Ingeniería Civil | |
| dc.ucuenca.areaconocimientounescoespecifico | 071 - Ingeniería y Profesiones Afines | |
| dc.ucuenca.areaconocimientounescodetallado | 0711 - Ingeniería y Procesos Químicos | |
| dc.ucuenca.urifuente | https://www.mdpi.com/2073-4441/16/20/2879 | |
| Appears in Collections: | Artículos | |
Files in This Item:
| File | Size | Format | |
|---|---|---|---|
| documento.pdf | 1.96 MB | Adobe PDF | View/Open |
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