Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD

The article intended the validation of the Streeter Phelps mathematical model that describes the behavior of dissolved oxygen OD and the biochemical oxygen demand BOD, which includes re- aeration and deoxygenation processes, related to hydromorphodynamic processes and the associated dynamics. The ve...

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Autores:
Maza, Meléndez
Rodríguez-Arías, Andy J.
Pasqualino, Harold A.
Pasqualino, Jorgelina
Tipo de recurso:
Fecha de publicación:
2020
Institución:
Universidad Tecnológica de Bolívar
Repositorio:
Repositorio Institucional UTB
Idioma:
eng
OAI Identifier:
oai:repositorio.utb.edu.co:20.500.12585/10034
Acceso en línea:
https://hdl.handle.net/20.500.12585/10034
https://ieeexplore.ieee.org/document/9290297
Palabra clave:
Model
Streeter Phelps
BOD
Water quality
Modelo
DBO
OD
Calidad de agua
LEMB
Rights
closedAccess
License
http://purl.org/coar/access_right/c_14cb
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network_name_str Repositorio Institucional UTB
repository_id_str
dc.title.es_CO.fl_str_mv Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
title Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
spellingShingle Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
Model
Streeter Phelps
BOD
Water quality
Modelo
DBO
OD
Calidad de agua
LEMB
title_short Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
title_full Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
title_fullStr Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
title_full_unstemmed Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
title_sort Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD
dc.creator.fl_str_mv Maza, Meléndez
Rodríguez-Arías, Andy J.
Pasqualino, Harold A.
Pasqualino, Jorgelina
dc.contributor.author.none.fl_str_mv Maza, Meléndez
Rodríguez-Arías, Andy J.
Pasqualino, Harold A.
Pasqualino, Jorgelina
dc.subject.keywords.es_CO.fl_str_mv Model
Streeter Phelps
BOD
Water quality
Modelo
DBO
OD
Calidad de agua
topic Model
Streeter Phelps
BOD
Water quality
Modelo
DBO
OD
Calidad de agua
LEMB
dc.subject.armarc.none.fl_str_mv LEMB
description The article intended the validation of the Streeter Phelps mathematical model that describes the behavior of dissolved oxygen OD and the biochemical oxygen demand BOD, which includes re- aeration and deoxygenation processes, related to hydromorphodynamic processes and the associated dynamics. The verification of the model was implemented from the application of the adjustment of the equation with the tool of non-linear least squares method, which stablishes a least squares analysis to adjust observations with a model that is nonlinear in n unknown parameters. Correspondingly, this approximates the model by a linear one and refines the parameters by successive iterations. The results associated with the research allowed validating, considering the adjustment of the constants ka and kd of the Streeter - Phelps equation, with experimental data. It presents a good fitting which it is of 0.97. The deficit of determined critical dissolved oxygen occurs approximately at kilometer 30 of the segment studied, in which the lowest concentrations of dissolved oxygen are determined. The behavior of the BOD comprises a removal process with a negative concentration gradient, in which it goes from a concentration at the pour point of 16.67 mg / L to 7.48 mg / L at kilometer 80.
publishDate 2020
dc.date.issued.none.fl_str_mv 2020-12-24
dc.date.accessioned.none.fl_str_mv 2021-02-17T20:31:25Z
dc.date.available.none.fl_str_mv 2021-02-17T20:31:25Z
dc.date.submitted.none.fl_str_mv 2021-02-15
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
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status_str publishedVersion
dc.identifier.citation.es_CO.fl_str_mv M. Maza, A. J. Rodríguez-Arías, H. A. Pasqualino and Jorgelina, "Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD," 2020 IX International Congress of Mechatronics Engineering and Automation (CIIMA), Cartagena, Colombia, 2020, pp. 1-6, doi: 10.1109/CIIMA50553.2020.9290297.
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12585/10034
dc.identifier.url.none.fl_str_mv https://ieeexplore.ieee.org/document/9290297
dc.identifier.doi.none.fl_str_mv 10.1109/CIIMA50553.2020.9290297
dc.identifier.instname.es_CO.fl_str_mv Universidad Tecnológica de Bolívar
dc.identifier.reponame.es_CO.fl_str_mv Repositorio Universidad Tecnológica de Bolívar
identifier_str_mv M. Maza, A. J. Rodríguez-Arías, H. A. Pasqualino and Jorgelina, "Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD," 2020 IX International Congress of Mechatronics Engineering and Automation (CIIMA), Cartagena, Colombia, 2020, pp. 1-6, doi: 10.1109/CIIMA50553.2020.9290297.
10.1109/CIIMA50553.2020.9290297
Universidad Tecnológica de Bolívar
Repositorio Universidad Tecnológica de Bolívar
url https://hdl.handle.net/20.500.12585/10034
https://ieeexplore.ieee.org/document/9290297
dc.language.iso.es_CO.fl_str_mv eng
language eng
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_14cb
dc.rights.accessRights.es_CO.fl_str_mv info:eu-repo/semantics/closedAccess
eu_rights_str_mv closedAccess
rights_invalid_str_mv http://purl.org/coar/access_right/c_14cb
dc.format.extent.none.fl_str_mv 6 páginas
dc.format.mimetype.es_CO.fl_str_mv application/pdf
dc.publisher.place.es_CO.fl_str_mv Cartagena de Indias
dc.source.es_CO.fl_str_mv 2020 IX International Congress of Mechatronics Engineering and Automation (CIIMA)
institution Universidad Tecnológica de Bolívar
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spelling Maza, Meléndeze4742f7c-a04c-4f66-a655-9e7d034f7c9eRodríguez-Arías, Andy J.291480d6-5873-424b-a2a8-c72e6030a5bcPasqualino, Harold A.fa41b889-838a-4385-87c9-c31b41d5a549Pasqualino, Jorgelina04ae88a5-d5fb-4f38-9bac-00e72494f9052021-02-17T20:31:25Z2021-02-17T20:31:25Z2020-12-242021-02-15M. Maza, A. J. Rodríguez-Arías, H. A. Pasqualino and Jorgelina, "Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen OD," 2020 IX International Congress of Mechatronics Engineering and Automation (CIIMA), Cartagena, Colombia, 2020, pp. 1-6, doi: 10.1109/CIIMA50553.2020.9290297.https://hdl.handle.net/20.500.12585/10034https://ieeexplore.ieee.org/document/929029710.1109/CIIMA50553.2020.9290297Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarThe article intended the validation of the Streeter Phelps mathematical model that describes the behavior of dissolved oxygen OD and the biochemical oxygen demand BOD, which includes re- aeration and deoxygenation processes, related to hydromorphodynamic processes and the associated dynamics. The verification of the model was implemented from the application of the adjustment of the equation with the tool of non-linear least squares method, which stablishes a least squares analysis to adjust observations with a model that is nonlinear in n unknown parameters. Correspondingly, this approximates the model by a linear one and refines the parameters by successive iterations. The results associated with the research allowed validating, considering the adjustment of the constants ka and kd of the Streeter - Phelps equation, with experimental data. It presents a good fitting which it is of 0.97. The deficit of determined critical dissolved oxygen occurs approximately at kilometer 30 of the segment studied, in which the lowest concentrations of dissolved oxygen are determined. The behavior of the BOD comprises a removal process with a negative concentration gradient, in which it goes from a concentration at the pour point of 16.67 mg / L to 7.48 mg / L at kilometer 80.6 páginasapplication/pdfeng2020 IX International Congress of Mechatronics Engineering and Automation (CIIMA)Validation of the Streeter-Phelps Model in Matlab to predict biochemical demand for oxygen DOB and dissolved oxygen ODinfo:eu-repo/semantics/lectureinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_8544http://purl.org/coar/version/c_970fb48d4fbd8a85ModelStreeter PhelpsBODWater qualityModeloDBOODCalidad de aguaLEMBinfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbCartagena de IndiasDA Chin, Ingeniería de la calidad del agua en sistemas naturales: Destino y procesos de transporte en el medio acuático, Canadá: Publicación de John Wiley & Son, Inc., 2013.G. Kenneth, documento profesional de estudios geológicos, Washington: Oficina de Imprenta del Gobierno de los Estados Unidos, 1972.R. Montes, I Navarro, R. Dominguez y B. Jiménez, Modificación de la capacidad de autodepuración del río Magdalena ante el cambio climático Tecnología y Ciencias del Agua [en línea] , vol. 4, no. 5, págs. 71-83, 2013.Schnoor Jerald, "Modelado ambiental", Destino y transporte de contaminantes en el agua, el aire y el alma. Lowa: Universidad de Lowa , págs. 234-243.L. Valcárcel-Rojas, J. Borroto-Portela, N. Alberro-Macias, J. Griffith-Martinez, M. Derivet-Zarzabal, P. Flores, et al., "Modelación de la calidad del agua en el segmento medio del rio Luyanó ", NUCLEUS , vol. 47, págs.16-23, 2010.http://purl.org/coar/resource_type/c_c94fORIGINAL181.pdf181.pdfAbstractapplication/pdf87686https://repositorio.utb.edu.co/bitstream/20.500.12585/10034/1/181.pdfa61b0c4724293e06533b10ac2371e748MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-83182https://repositorio.utb.edu.co/bitstream/20.500.12585/10034/2/license.txte20ad307a1c5f3f25af9304a7a7c86b6MD52TEXT181.pdf.txt181.pdf.txtExtracted texttext/plain1432https://repositorio.utb.edu.co/bitstream/20.500.12585/10034/3/181.pdf.txteb43fb81e4d30f4a4adc16ed5f00db5eMD53THUMBNAIL181.pdf.jpg181.pdf.jpgGenerated Thumbnailimage/jpeg62558https://repositorio.utb.edu.co/bitstream/20.500.12585/10034/4/181.pdf.jpg9d8581b761d0115880c44a4817bac6d2MD5420.500.12585/10034oai:repositorio.utb.edu.co:20.500.12585/100342021-02-18 02:14:33.611Repositorio Institucional 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