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...
- 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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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 |
dc.type.driver.es_CO.fl_str_mv |
info:eu-repo/semantics/lecture |
dc.type.hasVersion.es_CO.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.spa.es_CO.fl_str_mv |
http://purl.org/coar/resource_type/c_8544 |
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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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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