Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.21168/rbrh.v21n1.p263-273 http://hdl.handle.net/11449/165702 |
Resumo: | A mathematical model was applied to describe the removal of particulate matter in a real-scale lawn-lined channel. For this purpose different initial concentrations (Co) of particulate matter were investigated, as follows: 65; 131; 196; 262 and 327 mg/L. The hydrographs investigated, containing suspended solids, were discharged into a 100 m long channel with a 2% slope. The particulate matter was measured by analyzing turbidity and total suspended solids (TSS) at 26 sites throughout the length of the channel. The experimental data were fitted to the model using nonlinear regression parameters (k(d)) and (C*), which correspond to the decay kinetics constant and minimum limiting values of the removal curve, respectively. Fractions removed and mathematical fitting were assessed and performed for each isolated event and also for the set of results. On average, the magnitude of the relative error ranged from 0.83% to 5.11%, with the highest average value obtained for the lowest concentration of particulate matter (65 mg L-1). Regarding the values obtained for the decay constants (k(d)), which represent the frequency of removal of particulate matter, it is noted that it tends to a minimum value for the higher initial concentrations of particles (Co). This fact indicates that the higher the initial concentration of particulate matter (Co), the greater the extent of travel required for its removal, with a maximum observed at around 80 m, for concentrations above 196 mg.L-1 |
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Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channelUrban drainageDiffuse pollutionParticulate matterLawn channelPhenomenological modelingA mathematical model was applied to describe the removal of particulate matter in a real-scale lawn-lined channel. For this purpose different initial concentrations (Co) of particulate matter were investigated, as follows: 65; 131; 196; 262 and 327 mg/L. The hydrographs investigated, containing suspended solids, were discharged into a 100 m long channel with a 2% slope. The particulate matter was measured by analyzing turbidity and total suspended solids (TSS) at 26 sites throughout the length of the channel. The experimental data were fitted to the model using nonlinear regression parameters (k(d)) and (C*), which correspond to the decay kinetics constant and minimum limiting values of the removal curve, respectively. Fractions removed and mathematical fitting were assessed and performed for each isolated event and also for the set of results. On average, the magnitude of the relative error ranged from 0.83% to 5.11%, with the highest average value obtained for the lowest concentration of particulate matter (65 mg L-1). Regarding the values obtained for the decay constants (k(d)), which represent the frequency of removal of particulate matter, it is noted that it tends to a minimum value for the higher initial concentrations of particles (Co). This fact indicates that the higher the initial concentration of particulate matter (Co), the greater the extent of travel required for its removal, with a maximum observed at around 80 m, for concentrations above 196 mg.L-1Univ Estadual Paulista, Rio Claro, SP, BrazilUniv Fed Sao Carlos, Sao Carlos, SP, BrazilUniv Estadual Paulista, Rio Claro, SP, BrazilAssoc Brasileira Recursos Hidricos-abrhUniversidade Estadual Paulista (Unesp)Universidade Federal de São Carlos (UFSCar)Moruzzi, Rodrigo Braga [UNESP]Felipe, Mayara CarolineBarbassa, Ademir Paceli2018-11-28T17:18:56Z2018-11-28T17:18:56Z2016-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article263-273application/pdfhttp://dx.doi.org/10.21168/rbrh.v21n1.p263-273Rbrh-revista Brasileira De Recursos Hidricos. Porte Alegre: Assoc Brasileira Recursos Hidricos-abrh, v. 21, n. 1, p. 263-273, 2016.1414-381Xhttp://hdl.handle.net/11449/16570210.21168/rbrh.v21n1.p263-273S2318-03312016000100263WOS:000407698100024S2318-03312016000100263.pdfWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporRbrh-revista Brasileira De Recursos Hidricosinfo:eu-repo/semantics/openAccess2023-11-11T06:09:44Zoai:repositorio.unesp.br:11449/165702Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:22:02.185359Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
title |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
spellingShingle |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel Moruzzi, Rodrigo Braga [UNESP] Urban drainage Diffuse pollution Particulate matter Lawn channel Phenomenological modeling |
title_short |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
title_full |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
title_fullStr |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
title_full_unstemmed |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
title_sort |
Evaluation and mathematical modeling of the removal of particulate matter in a real-scale lawn channel |
author |
Moruzzi, Rodrigo Braga [UNESP] |
author_facet |
Moruzzi, Rodrigo Braga [UNESP] Felipe, Mayara Caroline Barbassa, Ademir Paceli |
author_role |
author |
author2 |
Felipe, Mayara Caroline Barbassa, Ademir Paceli |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) Universidade Federal de São Carlos (UFSCar) |
dc.contributor.author.fl_str_mv |
Moruzzi, Rodrigo Braga [UNESP] Felipe, Mayara Caroline Barbassa, Ademir Paceli |
dc.subject.por.fl_str_mv |
Urban drainage Diffuse pollution Particulate matter Lawn channel Phenomenological modeling |
topic |
Urban drainage Diffuse pollution Particulate matter Lawn channel Phenomenological modeling |
description |
A mathematical model was applied to describe the removal of particulate matter in a real-scale lawn-lined channel. For this purpose different initial concentrations (Co) of particulate matter were investigated, as follows: 65; 131; 196; 262 and 327 mg/L. The hydrographs investigated, containing suspended solids, were discharged into a 100 m long channel with a 2% slope. The particulate matter was measured by analyzing turbidity and total suspended solids (TSS) at 26 sites throughout the length of the channel. The experimental data were fitted to the model using nonlinear regression parameters (k(d)) and (C*), which correspond to the decay kinetics constant and minimum limiting values of the removal curve, respectively. Fractions removed and mathematical fitting were assessed and performed for each isolated event and also for the set of results. On average, the magnitude of the relative error ranged from 0.83% to 5.11%, with the highest average value obtained for the lowest concentration of particulate matter (65 mg L-1). Regarding the values obtained for the decay constants (k(d)), which represent the frequency of removal of particulate matter, it is noted that it tends to a minimum value for the higher initial concentrations of particles (Co). This fact indicates that the higher the initial concentration of particulate matter (Co), the greater the extent of travel required for its removal, with a maximum observed at around 80 m, for concentrations above 196 mg.L-1 |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016-01-01 2018-11-28T17:18:56Z 2018-11-28T17:18:56Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.21168/rbrh.v21n1.p263-273 Rbrh-revista Brasileira De Recursos Hidricos. Porte Alegre: Assoc Brasileira Recursos Hidricos-abrh, v. 21, n. 1, p. 263-273, 2016. 1414-381X http://hdl.handle.net/11449/165702 10.21168/rbrh.v21n1.p263-273 S2318-03312016000100263 WOS:000407698100024 S2318-03312016000100263.pdf |
url |
http://dx.doi.org/10.21168/rbrh.v21n1.p263-273 http://hdl.handle.net/11449/165702 |
identifier_str_mv |
Rbrh-revista Brasileira De Recursos Hidricos. Porte Alegre: Assoc Brasileira Recursos Hidricos-abrh, v. 21, n. 1, p. 263-273, 2016. 1414-381X 10.21168/rbrh.v21n1.p263-273 S2318-03312016000100263 WOS:000407698100024 S2318-03312016000100263.pdf |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
Rbrh-revista Brasileira De Recursos Hidricos |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
263-273 application/pdf |
dc.publisher.none.fl_str_mv |
Assoc Brasileira Recursos Hidricos-abrh |
publisher.none.fl_str_mv |
Assoc Brasileira Recursos Hidricos-abrh |
dc.source.none.fl_str_mv |
Web of Science reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
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1808128798974017536 |