Biodisk study as domestic wastewater secundary treatment

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Laboratory model RBC system was designed as secondary treatment of an UASB reactor effluent. RBC System was built with two stages in series, each stage with effective volume of 81 liters and seven (07) PVC disks of 60 cm diameter with a total effective area of ​​7.92 m2. RBC system operated at a con...

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Detalles Bibliográficos
Autor: Delgado, Gustavo
Formato: artículo
Fecha de Publicación:2019
Institución:Universidad Nacional de Ingeniería
Repositorio:Revistas - Universidad Nacional de Ingeniería
Lenguaje:español
OAI Identifier:oai:oai:revistas.uni.edu.pe:article/545
Enlace del recurso:https://revistas.uni.edu.pe/index.php/tecnia/article/view/545
Nivel de acceso:acceso abierto
Materia:Biodiscos
UASB
DBO
Aguas residuales
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spelling Biodisk study as domestic wastewater secundary treatmentEstudio de biodiscos como tratamiento secundario de aguas residuales domésticasDelgado, GustavoBiodiscosUASBDBOAguas residualesLaboratory model RBC system was designed as secondary treatment of an UASB reactor effluent. RBC System was built with two stages in series, each stage with effective volume of 81 liters and seven (07) PVC disks of 60 cm diameter with a total effective area of ​​7.92 m2. RBC system operated at a constant flow rate of 432 l / day (HRT of 4.50 hours) and was operated in two periods at different disk rotational speed (3 rpm for 4 months and 5 rpm for 3 months). The values ​​of BOD5, SST, Turbidity, pH and Temperature were measured. Moreover, the physical and microbiological biofilm characteristics were observed throughout the study period. RBC System achieved optimal degree of oxygenation, with an average value of 5.21 mg DO/ l just in the first stage. DOB5 Removal efficiency was 90% for 5 rpm of rotational speed and 78% for 3 rpm. Finally, the RBC system showed a better performance in terms of organic matter removal for 3 rpm rotational speed of. Moreover, it was found that two stages performance in series was higher than a single stage. The most representative biofilm microorganisms in first stage were protozoa ciliated swimmers or free and filamentous bacteria that had an excessive growth at second period. In the second stage, it was fixed ciliated protozoa, rotifers and unicellular and filamentous algae.Se diseñó un sistema de biodiscos a escala de laboratorio como tratamiento secundario de un efluente de un reactor UASB. El sistema se construyó con dos etapas en serie, cada etapa con un volumen efectivo de 81 litros y siete (07) discos de PVC de 60 cm de diámetro que hacían un área total efectiva de 7.92 m2. El sistema funcionó a un caudal constante de 432 l/día (TRH de 4.50 horas por etapa) y se evaluó en dos períodos de operación variando la velocidad de rotación de los discos (3 rpm durante 3 meses y 5 rpm durante 3 meses).  Se midieron los valores de DBO5, SST, Turbiedad, pH y Temperatura. Además se observaron las características físicas y microbiológicas de la biopelícula durante todo el período de investigación. El sistema tuvo un grado óptimo de oxigenación, alcanzando solo en la primera etapa un valor promedio de 5.21 mg O2/l. La eficiencia de remoción promedio de la DBO5 fue del 90% para una velocidad de rotación de 3 rpm y del 78% para 5 rpm. Finalmente el sistema mostró un mejor desempeño en términos de remoción de materia orgánica para una velocidad de 3 rpm  Además, se comprobó que dos etapas en serie tuvieron un mejor rendimiento que una sola etapa. Los microorganismos más representativos de la biopelícula de la primera etapa fueron protozoarios ciliados nadadores o libres y las bacterias filamentosas que tuvieron un crecimiento excesivo para el segundo período. En la segunda etapa, fueron los protozoarios ciliados fijos, rotíferos y algas unicelulares y filamentosas.Universidad Nacional de Ingeniería2019-06-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionEnvironmental engineeringIngeniería Ambientalapplication/pdfaudio/mpegtext/htmlapplication/epub+ziphttps://revistas.uni.edu.pe/index.php/tecnia/article/view/54510.21754/tecnia.v29i1.545TECNIA; Vol. 29 No. 1 (2019); 12-18TECNIA; Vol. 29 Núm. 1 (2019); 12-182309-04130375-7765reponame:Revistas - Universidad Nacional de Ingenieríainstname:Universidad Nacional de Ingenieríainstacron:UNIspahttps://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1019https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1038https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1076https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1078Derechos de autor 2019 TECNIAhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessoai:oai:revistas.uni.edu.pe:article/5452025-05-15T19:31:16Z
dc.title.none.fl_str_mv Biodisk study as domestic wastewater secundary treatment
Estudio de biodiscos como tratamiento secundario de aguas residuales domésticas
title Biodisk study as domestic wastewater secundary treatment
spellingShingle Biodisk study as domestic wastewater secundary treatment
Delgado, Gustavo
Biodiscos
UASB
DBO
Aguas residuales
title_short Biodisk study as domestic wastewater secundary treatment
title_full Biodisk study as domestic wastewater secundary treatment
title_fullStr Biodisk study as domestic wastewater secundary treatment
title_full_unstemmed Biodisk study as domestic wastewater secundary treatment
title_sort Biodisk study as domestic wastewater secundary treatment
dc.creator.none.fl_str_mv Delgado, Gustavo
author Delgado, Gustavo
author_facet Delgado, Gustavo
author_role author
dc.subject.none.fl_str_mv Biodiscos
UASB
DBO
Aguas residuales
topic Biodiscos
UASB
DBO
Aguas residuales
description Laboratory model RBC system was designed as secondary treatment of an UASB reactor effluent. RBC System was built with two stages in series, each stage with effective volume of 81 liters and seven (07) PVC disks of 60 cm diameter with a total effective area of ​​7.92 m2. RBC system operated at a constant flow rate of 432 l / day (HRT of 4.50 hours) and was operated in two periods at different disk rotational speed (3 rpm for 4 months and 5 rpm for 3 months). The values ​​of BOD5, SST, Turbidity, pH and Temperature were measured. Moreover, the physical and microbiological biofilm characteristics were observed throughout the study period. RBC System achieved optimal degree of oxygenation, with an average value of 5.21 mg DO/ l just in the first stage. DOB5 Removal efficiency was 90% for 5 rpm of rotational speed and 78% for 3 rpm. Finally, the RBC system showed a better performance in terms of organic matter removal for 3 rpm rotational speed of. Moreover, it was found that two stages performance in series was higher than a single stage. The most representative biofilm microorganisms in first stage were protozoa ciliated swimmers or free and filamentous bacteria that had an excessive growth at second period. In the second stage, it was fixed ciliated protozoa, rotifers and unicellular and filamentous algae.
publishDate 2019
dc.date.none.fl_str_mv 2019-06-06
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Environmental engineering
Ingeniería Ambiental
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.uni.edu.pe/index.php/tecnia/article/view/545
10.21754/tecnia.v29i1.545
url https://revistas.uni.edu.pe/index.php/tecnia/article/view/545
identifier_str_mv 10.21754/tecnia.v29i1.545
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1019
https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1038
https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1076
https://revistas.uni.edu.pe/index.php/tecnia/article/view/545/1078
dc.rights.none.fl_str_mv Derechos de autor 2019 TECNIA
http://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Derechos de autor 2019 TECNIA
http://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
audio/mpeg
text/html
application/epub+zip
dc.publisher.none.fl_str_mv Universidad Nacional de Ingeniería
publisher.none.fl_str_mv Universidad Nacional de Ingeniería
dc.source.none.fl_str_mv TECNIA; Vol. 29 No. 1 (2019); 12-18
TECNIA; Vol. 29 Núm. 1 (2019); 12-18
2309-0413
0375-7765
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instacron_str UNI
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