Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin
The development of computational tools based on urban drainage models is fundamental for the correct selection of SUDS. The present study proposes a systematic approach based on continuous modeling on USEPA SWMM. The objective was to select the most suitable Sustainable Urban Drainage Systems (SUDS)...
| Autores: | , |
|---|---|
| Formato: | artículo |
| Fecha de publicación: | 2022 |
| País: | España |
| Recursos: | Universidad de Cantabria (UC) |
| Repositorio: | UCrea Repositorio Abierto de la Universidad de Cantabria |
| Idioma: | inglés |
| OAI Identifier: | oai:repositorio.unican.es:10902/26831 |
| Acesso em linha: | https://hdl.handle.net/10902/26831 |
| Access Level: | acceso abierto |
| Palavra-chave: | Urban drainage modeling SUDS LID Environmental modeling Runoff quality Runoff quantity SWMM |
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Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basinFerrans, PascualTemprano González, Javier|||0000-0002-2294-6417Urban drainage modelingSUDSLIDEnvironmental modelingRunoff qualityRunoff quantitySWMMThe development of computational tools based on urban drainage models is fundamental for the correct selection of SUDS. The present study proposes a systematic approach based on continuous modeling on USEPA SWMM. The objective was to select the most suitable Sustainable Urban Drainage Systems (SUDS) by evaluating several aspects related to their design and configuration. The proposed methodology was applied to a conceptual watershed with meteorological information from Santander, Spain. The analysis of SUDS design parameters showed that only the surface variables showed a sensitivity of ≈20% for berm height and vegetation volume. The optimal configuration for the case study was a SUDS train consisting of green roofs, permeable pavements, vegetated swales and rain gardens, with 1% of the total subcatchment area cover, one structure, and a semi-aggregated spatial distribution. The methodology proved efficient but also highly dependent on the case study parameters and the meteorological conditions. The SUDS proved to have different efficiencies (30%-90%) in reducing the total runoff volume, the peak flow, and the pollutant loads depending on the region where the conceptual watershed was modeled. The methodology proved to be efficient for studying the combinations and interconnection of seven different typologies, as well as the effect of SUDS configuration, design and distribution on their performance.Open Access funding provided thanks to the CRUE-CSIC agreement with Springer Nature. This work was supported by the “Instituto Colombiano de Crédito Educativo y Estudios Técnicos en el Exterior” (ICETEX) under “Pasaporte a la Ciencia” program, granted to the first author under the grant number 5334506.Springer NatureUniversidad de Cantabria20222022-12-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttps://hdl.handle.net/10902/26831Environmental Processes, 2022, 9(4), 58reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/268312026-06-02T12:39:31Z |
| dc.title.none.fl_str_mv |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| title |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| spellingShingle |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin Ferrans, Pascual Urban drainage modeling SUDS LID Environmental modeling Runoff quality Runoff quantity SWMM |
| title_short |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| title_full |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| title_fullStr |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| title_full_unstemmed |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| title_sort |
Continuous quantity and quality modeling for assessing the effect of SUDS: application on a conceptual urban drainage basin |
| dc.creator.none.fl_str_mv |
Ferrans, Pascual Temprano González, Javier|||0000-0002-2294-6417 |
| author |
Ferrans, Pascual |
| author_facet |
Ferrans, Pascual Temprano González, Javier|||0000-0002-2294-6417 |
| author_role |
author |
| author2 |
Temprano González, Javier|||0000-0002-2294-6417 |
| author2_role |
author |
| dc.contributor.none.fl_str_mv |
Universidad de Cantabria |
| dc.subject.none.fl_str_mv |
Urban drainage modeling SUDS LID Environmental modeling Runoff quality Runoff quantity SWMM |
| topic |
Urban drainage modeling SUDS LID Environmental modeling Runoff quality Runoff quantity SWMM |
| description |
The development of computational tools based on urban drainage models is fundamental for the correct selection of SUDS. The present study proposes a systematic approach based on continuous modeling on USEPA SWMM. The objective was to select the most suitable Sustainable Urban Drainage Systems (SUDS) by evaluating several aspects related to their design and configuration. The proposed methodology was applied to a conceptual watershed with meteorological information from Santander, Spain. The analysis of SUDS design parameters showed that only the surface variables showed a sensitivity of ≈20% for berm height and vegetation volume. The optimal configuration for the case study was a SUDS train consisting of green roofs, permeable pavements, vegetated swales and rain gardens, with 1% of the total subcatchment area cover, one structure, and a semi-aggregated spatial distribution. The methodology proved efficient but also highly dependent on the case study parameters and the meteorological conditions. The SUDS proved to have different efficiencies (30%-90%) in reducing the total runoff volume, the peak flow, and the pollutant loads depending on the region where the conceptual watershed was modeled. The methodology proved to be efficient for studying the combinations and interconnection of seven different typologies, as well as the effect of SUDS configuration, design and distribution on their performance. |
| publishDate |
2022 |
| dc.date.none.fl_str_mv |
2022 2022-12-01 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 NA http://purl.org/coar/version/c_be7fb7dd8ff6fe43 |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/10902/26831 |
| url |
https://hdl.handle.net/10902/26831 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ |
| dc.rights.openaire.fl_str_mv |
info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ |
| eu_rights_str_mv |
openAccess |
| dc.publisher.none.fl_str_mv |
Springer Nature |
| publisher.none.fl_str_mv |
Springer Nature |
| dc.source.none.fl_str_mv |
Environmental Processes, 2022, 9(4), 58 reponame:UCrea Repositorio Abierto de la Universidad de Cantabria instname:Universidad de Cantabria (UC) |
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Universidad de Cantabria (UC) |
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UCrea Repositorio Abierto de la Universidad de Cantabria |
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UCrea Repositorio Abierto de la Universidad de Cantabria |
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15,228081 |