Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm
Descripción del Articulo
Basin-scale simulation is fundamental to understand the hydrological cycle, and in identifying information essential for water management. Accordingly, the Soil and Water Assessment Tool (SWAT) model is applied to simulate runoff in the semi-arid Tambo River Basin in southern Peru, where economic ac...
Autores: | , |
---|---|
Formato: | tesis de grado |
Fecha de Publicación: | 2021 |
Institución: | Universidad Nacional de San Agustín |
Repositorio: | UNSA-Institucional |
Lenguaje: | español |
OAI Identifier: | oai:repositorio.unsa.edu.pe:20.500.12773/13211 |
Enlace del recurso: | http://hdl.handle.net/20.500.12773/13211 |
Nivel de acceso: | acceso abierto |
Materia: | SWAT model runoff simulation Sequential Uncertainty Fitting Ver-2 Nash-Sutcliffe simulation efficiency Tambo river semi-arid river basin https://purl.org/pe-repo/ocde/ford#1.05.11 |
id |
UNSA_ce166fa3fa1d1bba3066888820fdeead |
---|---|
oai_identifier_str |
oai:repositorio.unsa.edu.pe:20.500.12773/13211 |
network_acronym_str |
UNSA |
network_name_str |
UNSA-Institucional |
repository_id_str |
4847 |
dc.title.es_PE.fl_str_mv |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
title |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
spellingShingle |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm Chavez Alcazar, Tamar Anaharat SWAT model runoff simulation Sequential Uncertainty Fitting Ver-2 Nash-Sutcliffe simulation efficiency Tambo river semi-arid river basin https://purl.org/pe-repo/ocde/ford#1.05.11 |
title_short |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
title_full |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
title_fullStr |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
title_full_unstemmed |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
title_sort |
Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithm |
author |
Chavez Alcazar, Tamar Anaharat |
author_facet |
Chavez Alcazar, Tamar Anaharat Carlos Mendoza, Juan Adriel |
author_role |
author |
author2 |
Carlos Mendoza, Juan Adriel |
author2_role |
author |
dc.contributor.advisor.fl_str_mv |
Zúñiga Medina, Sebastián Adolfo |
dc.contributor.author.fl_str_mv |
Chavez Alcazar, Tamar Anaharat Carlos Mendoza, Juan Adriel |
dc.subject.es_PE.fl_str_mv |
SWAT model runoff simulation Sequential Uncertainty Fitting Ver-2 Nash-Sutcliffe simulation efficiency Tambo river semi-arid river basin |
topic |
SWAT model runoff simulation Sequential Uncertainty Fitting Ver-2 Nash-Sutcliffe simulation efficiency Tambo river semi-arid river basin https://purl.org/pe-repo/ocde/ford#1.05.11 |
dc.subject.ocde.es_PE.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#1.05.11 |
description |
Basin-scale simulation is fundamental to understand the hydrological cycle, and in identifying information essential for water management. Accordingly, the Soil and Water Assessment Tool (SWAT) model is applied to simulate runoff in the semi-arid Tambo River Basin in southern Peru, where economic activities are driven by the availability of water. The SWAT model was calibrated using the Sequential Uncertainty Fitting Ver-2 (SUFI-2) algorithm and two objective functions namely the Nash-Sutcliffe simulation efficiency (NSE), and coefficient of determination (R2) for the period 1994 to 2001 which includes an initial warm-up period of 3 years; it was then validated for 2002 to 2016 using daily river discharge values. The best results were obtained using the objective function R2; a comparison of results of the daily and monthly performance evaluation between the calibration period and validation period showed close correspondence in the values for NSE and R2, and those for percent bias (PBIAS) and ratio of standard deviation of the observation to the root mean square error (RSR). The results thus show that the SWAT model can effectively predict runoff within the Tambo River basin. The model can also serve as a guideline for hydrology modellers, acting as a reliable tool |
publishDate |
2021 |
dc.date.accessioned.none.fl_str_mv |
2021-11-08T04:09:23Z |
dc.date.available.none.fl_str_mv |
2021-11-08T04:09:23Z |
dc.date.issued.fl_str_mv |
2021 |
dc.type.es_PE.fl_str_mv |
info:eu-repo/semantics/bachelorThesis |
format |
bachelorThesis |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/20.500.12773/13211 |
url |
http://hdl.handle.net/20.500.12773/13211 |
dc.language.iso.es_PE.fl_str_mv |
spa |
language |
spa |
dc.relation.ispartof.fl_str_mv |
SUNEDU |
dc.rights.es_PE.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.uri.es_PE.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.format.es_PE.fl_str_mv |
application/pdf |
dc.publisher.es_PE.fl_str_mv |
Universidad Nacional de San Agustín de Arequipa |
dc.publisher.country.es_PE.fl_str_mv |
PE |
dc.source.es_PE.fl_str_mv |
Universidad Nacional de San Agustín de Arequipa Repositorio Institucional - UNSA |
dc.source.none.fl_str_mv |
reponame:UNSA-Institucional instname:Universidad Nacional de San Agustín instacron:UNSA |
instname_str |
Universidad Nacional de San Agustín |
instacron_str |
UNSA |
institution |
UNSA |
reponame_str |
UNSA-Institucional |
collection |
UNSA-Institucional |
bitstream.url.fl_str_mv |
https://repositorio.unsa.edu.pe/bitstreams/c9a13b92-6778-4d7b-9216-90a25c4f4366/download https://repositorio.unsa.edu.pe/bitstreams/8dd38f17-0697-4262-a301-611d2d868d94/download https://repositorio.unsa.edu.pe/bitstreams/fc11128c-6f6f-4879-b7f1-5682061d17b0/download |
bitstream.checksum.fl_str_mv |
c52066b9c50a8f86be96c82978636682 a2e194f0763d0b4dbf2d3ffbc82ff421 1bf5eb632094424d03becfa39508a373 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio Institucional UNSA |
repository.mail.fl_str_mv |
repositorio@unsa.edu.pe |
_version_ |
1828762845243768832 |
spelling |
Zúñiga Medina, Sebastián AdolfoChavez Alcazar, Tamar AnaharatCarlos Mendoza, Juan Adriel2021-11-08T04:09:23Z2021-11-08T04:09:23Z2021Basin-scale simulation is fundamental to understand the hydrological cycle, and in identifying information essential for water management. Accordingly, the Soil and Water Assessment Tool (SWAT) model is applied to simulate runoff in the semi-arid Tambo River Basin in southern Peru, where economic activities are driven by the availability of water. The SWAT model was calibrated using the Sequential Uncertainty Fitting Ver-2 (SUFI-2) algorithm and two objective functions namely the Nash-Sutcliffe simulation efficiency (NSE), and coefficient of determination (R2) for the period 1994 to 2001 which includes an initial warm-up period of 3 years; it was then validated for 2002 to 2016 using daily river discharge values. The best results were obtained using the objective function R2; a comparison of results of the daily and monthly performance evaluation between the calibration period and validation period showed close correspondence in the values for NSE and R2, and those for percent bias (PBIAS) and ratio of standard deviation of the observation to the root mean square error (RSR). The results thus show that the SWAT model can effectively predict runoff within the Tambo River basin. The model can also serve as a guideline for hydrology modellers, acting as a reliable toolapplication/pdfhttp://hdl.handle.net/20.500.12773/13211spaUniversidad Nacional de San Agustín de ArequipaPEinfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/4.0/Universidad Nacional de San Agustín de ArequipaRepositorio Institucional - UNSAreponame:UNSA-Institucionalinstname:Universidad Nacional de San Agustíninstacron:UNSASWAT modelrunoff simulationSequential Uncertainty Fitting Ver-2Nash-Sutcliffe simulation efficiencyTambo riversemi-arid river basinhttps://purl.org/pe-repo/ocde/ford#1.05.11Calibration and uncertainty analysis for modelling runoff in the tambo river basin, Peru, using sequential uncertainty fitting ver-2 (SUFI-2) algorithminfo:eu-repo/semantics/bachelorThesisSUNEDU29235937https://orcid.org/0000-0002-0138-68527120466976723146521066Polanco Cornejo, Henry GustavoAndrade Tacca, Cesar AugustoAlmiron Baca, Jonathan Josephhttp://purl.org/pe-repo/renati/level#tituloProfesionalhttp://purl.org/pe-repo/renati/type#tesisIngeniería AmbientalUniversidad Nacional de San Agustín de Arequipa.Facultad de Ingeniería de ProcesosIngenieros AmbientalesLICENSElicense.txtlicense.txttext/plain; charset=utf-81327https://repositorio.unsa.edu.pe/bitstreams/c9a13b92-6778-4d7b-9216-90a25c4f4366/downloadc52066b9c50a8f86be96c82978636682MD52ORIGINALIAchalta_comeja.pdfIAchalta_comeja.pdfapplication/pdf6894511https://repositorio.unsa.edu.pe/bitstreams/8dd38f17-0697-4262-a301-611d2d868d94/downloada2e194f0763d0b4dbf2d3ffbc82ff421MD51TEXTIAchalta_comeja.pdf.txtIAchalta_comeja.pdf.txtExtracted texttext/plain53635https://repositorio.unsa.edu.pe/bitstreams/fc11128c-6f6f-4879-b7f1-5682061d17b0/download1bf5eb632094424d03becfa39508a373MD5320.500.12773/13211oai:repositorio.unsa.edu.pe:20.500.12773/132112021-11-08 03:02:00.794http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttps://repositorio.unsa.edu.peRepositorio Institucional UNSArepositorio@unsa.edu.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 |
score |
13.887768 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).