Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | RBRH (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312019000100222 |
Resumo: | ABSTRACT Calibration process is usually time demanding and as much streamflow information as possible in rainfall-runoff models. Nevertheless, from a practical point of view, the available information is measurement of water level, which is essential to design rating curves. This manuscript proposes a set of joint calibration of hydrological model parameters with a range of rating curves, developed for the main channel of the catchment in a crowded urban area. As an alternative of free calibration, the simulations were carried out based on a list of proficient parameters. Four streamflow gauging stations were analysed and used to subdivide the basin. The hourly lumped rainfall-runoff model GR4H was applied to four critical flash flood events to create a rank of Nash-Sutcliffe efficiency criteria (NSE) applying the best set of parameters. The results indicated that the hydrological model errors were compensated by hydraulics errors and they presented an equifinality in the process. |
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Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areasRainfall-runoff modelFlash floodsRating curvesUrban hydrologyHydrological and environmental modellingABSTRACT Calibration process is usually time demanding and as much streamflow information as possible in rainfall-runoff models. Nevertheless, from a practical point of view, the available information is measurement of water level, which is essential to design rating curves. This manuscript proposes a set of joint calibration of hydrological model parameters with a range of rating curves, developed for the main channel of the catchment in a crowded urban area. As an alternative of free calibration, the simulations were carried out based on a list of proficient parameters. Four streamflow gauging stations were analysed and used to subdivide the basin. The hourly lumped rainfall-runoff model GR4H was applied to four critical flash flood events to create a rank of Nash-Sutcliffe efficiency criteria (NSE) applying the best set of parameters. The results indicated that the hydrological model errors were compensated by hydraulics errors and they presented an equifinality in the process.Associação Brasileira de Recursos Hídricos2019-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312019000100222RBRH v.24 2019reponame:RBRH (Online)instname:Associação Brasileira de Recursos Hídricos (ABRH)instacron:ABRH10.1590/2318-0331.241920180066info:eu-repo/semantics/openAccessLima,Fernando NevesFernandes,WilsonNascimento,Niloeng2019-05-09T00:00:00Zoai:scielo:S2318-03312019000100222Revistahttps://www.scielo.br/j/rbrh/https://old.scielo.br/oai/scielo-oai.php||rbrh@abrh.org.br2318-03311414-381Xopendoar:2019-05-09T00:00RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)false |
dc.title.none.fl_str_mv |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
title |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
spellingShingle |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas Lima,Fernando Neves Rainfall-runoff model Flash floods Rating curves Urban hydrology Hydrological and environmental modelling |
title_short |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
title_full |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
title_fullStr |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
title_full_unstemmed |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
title_sort |
Joint calibration of a hydrological model and rating curve parameters for simulation of flash flood in urban areas |
author |
Lima,Fernando Neves |
author_facet |
Lima,Fernando Neves Fernandes,Wilson Nascimento,Nilo |
author_role |
author |
author2 |
Fernandes,Wilson Nascimento,Nilo |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Lima,Fernando Neves Fernandes,Wilson Nascimento,Nilo |
dc.subject.por.fl_str_mv |
Rainfall-runoff model Flash floods Rating curves Urban hydrology Hydrological and environmental modelling |
topic |
Rainfall-runoff model Flash floods Rating curves Urban hydrology Hydrological and environmental modelling |
description |
ABSTRACT Calibration process is usually time demanding and as much streamflow information as possible in rainfall-runoff models. Nevertheless, from a practical point of view, the available information is measurement of water level, which is essential to design rating curves. This manuscript proposes a set of joint calibration of hydrological model parameters with a range of rating curves, developed for the main channel of the catchment in a crowded urban area. As an alternative of free calibration, the simulations were carried out based on a list of proficient parameters. Four streamflow gauging stations were analysed and used to subdivide the basin. The hourly lumped rainfall-runoff model GR4H was applied to four critical flash flood events to create a rank of Nash-Sutcliffe efficiency criteria (NSE) applying the best set of parameters. The results indicated that the hydrological model errors were compensated by hydraulics errors and they presented an equifinality in the process. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312019000100222 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312019000100222 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/2318-0331.241920180066 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Recursos Hídricos |
publisher.none.fl_str_mv |
Associação Brasileira de Recursos Hídricos |
dc.source.none.fl_str_mv |
RBRH v.24 2019 reponame:RBRH (Online) instname:Associação Brasileira de Recursos Hídricos (ABRH) instacron:ABRH |
instname_str |
Associação Brasileira de Recursos Hídricos (ABRH) |
instacron_str |
ABRH |
institution |
ABRH |
reponame_str |
RBRH (Online) |
collection |
RBRH (Online) |
repository.name.fl_str_mv |
RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH) |
repository.mail.fl_str_mv |
||rbrh@abrh.org.br |
_version_ |
1754734701894959104 |