Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater

ABSTRACT : Global water consumption has increased in recent years and continues to rise due to population growth, economic development, and shifting consumption patterns. Meeting the demand for drinking water necessitates designing and constructing drinking water treatment facilities (DWTP), inevita...

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Autores:
Castro Jiménez, Camilo César
Tipo de recurso:
Doctoral thesis
Fecha de publicación:
2024
Institución:
Universidad de Antioquia
Repositorio:
Repositorio UdeA
Idioma:
eng
OAI Identifier:
oai:bibliotecadigital.udea.edu.co:10495/39410
Acceso en línea:
https://hdl.handle.net/10495/39410
Palabra clave:
Tratamiento terrestre de aguas residuales
Land treatment of wastewater
Aguas residuales - tratamiento por proceso de lodo activado
Sewage - Purification - Activated sludge process
Biodegradación de aguas residuales
Sewage - purification - biological treatment
Adsorption
Adsorción
Coagulation
Coagulación
Economía circular
Circular economy
Water treatment sludge
http://aims.fao.org/aos/agrovoc/c_c9484b9b
Rights
embargoedAccess
License
https://creativecommons.org/licenses/by-nc-sa/4.0/
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network_name_str Repositorio UdeA
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dc.title.spa.fl_str_mv Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
title Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
spellingShingle Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
Tratamiento terrestre de aguas residuales
Land treatment of wastewater
Aguas residuales - tratamiento por proceso de lodo activado
Sewage - Purification - Activated sludge process
Biodegradación de aguas residuales
Sewage - purification - biological treatment
Adsorption
Adsorción
Coagulation
Coagulación
Economía circular
Circular economy
Water treatment sludge
http://aims.fao.org/aos/agrovoc/c_c9484b9b
title_short Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
title_full Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
title_fullStr Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
title_full_unstemmed Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
title_sort Use of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewater
dc.creator.fl_str_mv Castro Jiménez, Camilo César
dc.contributor.advisor.none.fl_str_mv García Aristizábal, Edwin Fabián
Saldarriaga Molina, Julio César
dc.contributor.author.none.fl_str_mv Castro Jiménez, Camilo César
dc.contributor.researchgroup.spa.fl_str_mv Grupo de Investigación en Infraestructura (GII)
Grupo de Investigación y Laboratorio de Monitoreo Ambiental G-LIMA
dc.subject.lemb.none.fl_str_mv Tratamiento terrestre de aguas residuales
Land treatment of wastewater
Aguas residuales - tratamiento por proceso de lodo activado
Sewage - Purification - Activated sludge process
Biodegradación de aguas residuales
Sewage - purification - biological treatment
Adsorption
Adsorción
Coagulation
Coagulación
topic Tratamiento terrestre de aguas residuales
Land treatment of wastewater
Aguas residuales - tratamiento por proceso de lodo activado
Sewage - Purification - Activated sludge process
Biodegradación de aguas residuales
Sewage - purification - biological treatment
Adsorption
Adsorción
Coagulation
Coagulación
Economía circular
Circular economy
Water treatment sludge
http://aims.fao.org/aos/agrovoc/c_c9484b9b
dc.subject.agrovoc.none.fl_str_mv Economía circular
Circular economy
dc.subject.proposal.spa.fl_str_mv Water treatment sludge
dc.subject.agrovocuri.none.fl_str_mv http://aims.fao.org/aos/agrovoc/c_c9484b9b
description ABSTRACT : Global water consumption has increased in recent years and continues to rise due to population growth, economic development, and shifting consumption patterns. Meeting the demand for drinking water necessitates designing and constructing drinking water treatment facilities (DWTP), inevitably leading to the generation of water treatment sludges (WTS) as by-products of the treatment processes. Consequently, thousands of tons of WTS are generated daily worldwide, and this waste generation is expected to increase in the coming decades. Therefore, exploring alternatives for managing WTS within the circular economy context is fundamental. This thesis centres on the reuse and recovery of materials WTS for wastewater treatment, aiming to apply circular economy principles in the water sector. The document comprises seven chapters. The first chapter introduces the thesis, including objectives and structure. The second chapter focuses on quantifying and characterising WTS generated in a DWTP. The third chapter evaluates the reuse of WTS to produce adsorbents studied for removing the antibiotic azithromycin (AZT), an emerging water contaminant. Chapters four and five assess the enhancement of primary domestic wastewater (WW) treatment using recovered coagulants (RCs) from WTS, along with unmodified and chemically modified WTS (RSs), respectively. Chapter six explores the reuse of WTS for producing nitrogen-doped (N-doped) catalysts, which are examined in carbocatalysis to activate peroxymonosulfate (PMS) for degrading the pollutant methyl orange (MO) in water. Finally, the seventh chapter offers a final discussion and recommendations for future research within the scope of this study. The results showed that the characterised WTSs have potential uses in wastewater treatment as coagulants (or for the recovery of coagulants) and as raw materials for generating adsorbents. In primary WW treatments, recovered coagulant and reactive sludge from the wet WTS with sulfuric acid showed better turbidity removal. They were selected as the optimal treatments showing high suspended solids, organic matter, and phosphorous removals. In tertiary treatment in a municipal WW, adsorbent derived from the calcination (at 500 °C) of WTS generated under low turbidity in the DWTP demonstrated substantial AZT removal efficiency. Additionally, the N-doped catalyst generated from WTS presented the best synergy between the absorption and oxidation processes, leading to higher MO removal by oxidation. These applications offer a valuable circular economy solution in the water sector, simultaneously valorising waste from the drinking water process and contributing to achieving Sustainable Development Goals 11 (Responsible Consumption and Production) and 6 (Clean Water and Sanitation).
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-05-22T15:54:03Z
dc.date.available.none.fl_str_mv 2024-05-22T15:54:03Z
dc.date.issued.none.fl_str_mv 2024
dc.type.spa.fl_str_mv Tesis/Trabajo de grado - Monografía - Doctorado
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dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10495/39410
url https://hdl.handle.net/10495/39410
dc.language.iso.spa.fl_str_mv eng
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dc.format.extent.spa.fl_str_mv 196 páginas
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dc.publisher.spa.fl_str_mv Universidad de Antioquia
dc.publisher.place.spa.fl_str_mv Medellín, Colombia
dc.publisher.faculty.spa.fl_str_mv Facultad de Ingeniería. Doctorado en Ingeniería Ambiental
institution Universidad de Antioquia
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spelling García Aristizábal, Edwin FabiánSaldarriaga Molina, Julio CésarCastro Jiménez, Camilo CésarGrupo de Investigación en Infraestructura (GII)Grupo de Investigación y Laboratorio de Monitoreo Ambiental G-LIMA2024-05-22T15:54:03Z2024-05-22T15:54:03Z2024https://hdl.handle.net/10495/39410ABSTRACT : Global water consumption has increased in recent years and continues to rise due to population growth, economic development, and shifting consumption patterns. Meeting the demand for drinking water necessitates designing and constructing drinking water treatment facilities (DWTP), inevitably leading to the generation of water treatment sludges (WTS) as by-products of the treatment processes. Consequently, thousands of tons of WTS are generated daily worldwide, and this waste generation is expected to increase in the coming decades. Therefore, exploring alternatives for managing WTS within the circular economy context is fundamental. This thesis centres on the reuse and recovery of materials WTS for wastewater treatment, aiming to apply circular economy principles in the water sector. The document comprises seven chapters. The first chapter introduces the thesis, including objectives and structure. The second chapter focuses on quantifying and characterising WTS generated in a DWTP. The third chapter evaluates the reuse of WTS to produce adsorbents studied for removing the antibiotic azithromycin (AZT), an emerging water contaminant. Chapters four and five assess the enhancement of primary domestic wastewater (WW) treatment using recovered coagulants (RCs) from WTS, along with unmodified and chemically modified WTS (RSs), respectively. Chapter six explores the reuse of WTS for producing nitrogen-doped (N-doped) catalysts, which are examined in carbocatalysis to activate peroxymonosulfate (PMS) for degrading the pollutant methyl orange (MO) in water. Finally, the seventh chapter offers a final discussion and recommendations for future research within the scope of this study. The results showed that the characterised WTSs have potential uses in wastewater treatment as coagulants (or for the recovery of coagulants) and as raw materials for generating adsorbents. In primary WW treatments, recovered coagulant and reactive sludge from the wet WTS with sulfuric acid showed better turbidity removal. They were selected as the optimal treatments showing high suspended solids, organic matter, and phosphorous removals. In tertiary treatment in a municipal WW, adsorbent derived from the calcination (at 500 °C) of WTS generated under low turbidity in the DWTP demonstrated substantial AZT removal efficiency. Additionally, the N-doped catalyst generated from WTS presented the best synergy between the absorption and oxidation processes, leading to higher MO removal by oxidation. These applications offer a valuable circular economy solution in the water sector, simultaneously valorising waste from the drinking water process and contributing to achieving Sustainable Development Goals 11 (Responsible Consumption and Production) and 6 (Clean Water and Sanitation).COL0155367COL0211911DoctoradoDoctor en Ingeniería Ambiental196 páginasapplication/pdfengUniversidad de AntioquiaMedellín, ColombiaFacultad de Ingeniería. Doctorado en Ingeniería Ambientalhttps://creativecommons.org/licenses/by-nc-sa/4.0/http://creativecommons.org/licenses/by-nc-sa/2.5/co/info:eu-repo/semantics/embargoedAccesshttp://purl.org/coar/access_right/c_f1cfUse of sludge from a conventional drinking water treatment process as a coagulant and adsorbent for the treatment of wastewaterTesis/Trabajo de grado - Monografía - Doctoradohttp://purl.org/coar/resource_type/c_db06https://purl.org/redcol/resource_type/TDhttp://purl.org/coar/version/c_b1a7d7d4d402bcceinfo:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/draftTratamiento terrestre de aguas residualesLand treatment of wastewaterAguas residuales - tratamiento por proceso de lodo activadoSewage - Purification - Activated sludge processBiodegradación de aguas residualesSewage - purification - biological treatmentAdsorptionAdsorciónCoagulationCoagulaciónEconomía circularCircular economyWater treatment sludgehttp://aims.fao.org/aos/agrovoc/c_c9484b9bPublicationORIGINALCastroCamilo_2024_SlugeCoagulantAdsorbent.pdfCastroCamilo_2024_SlugeCoagulantAdsorbent.pdfTesis doctoralapplication/pdf4665111https://bibliotecadigital.udea.edu.co/bitstreams/d9f0ae4a-9df8-4c82-887d-a5175cfeb7e2/download5d94e18ad497277faa01c1dd74c132d8MD51trueAnonymousREAD2026-04-27CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81051https://bibliotecadigital.udea.edu.co/bitstreams/f7ae3ede-6569-4a8b-8f8c-97a00ed126b0/downloade2060682c9c70d4d30c83c51448f4eedMD53falseAnonymousREADLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://bibliotecadigital.udea.edu.co/bitstreams/ba3b0833-91ae-45a1-9b2e-f49e21ab4e53/download8a4605be74aa9ea9d79846c1fba20a33MD54falseAnonymousREADTEXTCastroCamilo_2024_SlugeCoagulantAdsorbent.pdf.txtCastroCamilo_2024_SlugeCoagulantAdsorbent.pdf.txtExtracted texttext/plain100806https://bibliotecadigital.udea.edu.co/bitstreams/104c0d9b-c354-4fc1-83f7-82b739720034/downloadb45a5b1498d6b01fc6cca2da1ae8d63bMD55falseAnonymousREAD2026-04-27THUMBNAILCastroCamilo_2024_SlugeCoagulantAdsorbent.pdf.jpgCastroCamilo_2024_SlugeCoagulantAdsorbent.pdf.jpgGenerated Thumbnailimage/jpeg6627https://bibliotecadigital.udea.edu.co/bitstreams/45c1d1b5-e626-4e92-9ecc-dabddb815123/download64f6cf2530e833a1bd95a4949036c3b8MD56falseAnonymousREAD2026-04-2710495/39410oai:bibliotecadigital.udea.edu.co:10495/394102025-03-27 01:29:20.628https://creativecommons.org/licenses/by-nc-sa/4.0/embargo2026-04-27https://bibliotecadigital.udea.edu.coRepositorio Institucional de la Universidad de Antioquiaaplicacionbibliotecadigitalbiblioteca@udea.edu.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