Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído

Detalhes bibliográficos
Autor(a) principal: Silva Junior, Édio Damásio da
Data de Publicação: 2013
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
dARK ID: ark:/38995/0013000008m9k
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tede/3447
Resumo: The use of individual systems for treatment and disposal of sewage (ISTDS) comes as an option to the lack of sanitation in many Brazilian regions, mainly in small settlements. However, the wastes generated in these systems represent another health problem, since it contains high levels of pathogens and organic load. These wastes, termed septic tanks and cesspools residues (STCR) must be treated before their disposal to the environment. Simple and low cost technologies, like the constructed wetlands systems (CW), should be developed and evaluated aiming its implementation in small population centers. This study aimed to evaluate the treatment, more specifically the cleaning and stabilization, of the sludge accumulated in a CW designed to treat STCR. Two tanks were constructed, dug into the ground and filled with overlapping layers of gravel and sand for application and treatment of the STCR. One of them was grown by the vegetal specie Vetiver Grass (Chrysopogon zizanioides) and the other one was used as a control treatment. The STCR were applied to the system by the exhaustion of clean-pit trucks. The system behaved in vertical downward subsurface flow, controlled by a fluid spilling system. Physical-chemical and microbiological analyses of the crude residue and sludge in treatment in both tanks were made. The STCR nutritional potential was characterized through the determination of total phosphorus, total, organic and ammonia nitrogen, nitrite and nitrate. Their pathogen load was characterized by counting total coliforms, Escherichia coli, Salmonella spp. and helminths viable eggs. In addition, were characterized the attributes pH, moisture, total, volatile and fixed solids. From the sludge accumulated on the surface of treatment beds they were evaluated its pathogen load, solids content and moisture. The results were compared with the established pursuant to resolution nº 375/2006, of the brazilian National Council for the Environment (CONAMA), to verify the possibility of the sludge use in agriculture. The crude residue characterization results, showed to be similar to those cited by the literature, with high concentrations of pathogens and nutrients and also, high dispersion of values. With STCR disposals, the sludge layer increased in both systems, with higher values for the CW (about 1.1 cm per month), because of their greater capacity to retain moisture. During the disposal phase, both tanks sludge remained with high values of pathogenic organisms. At the end of the applications, there has been considerable reduction of these values, suggesting that for a better sludge treatment should be a period of "rest" without applications. It was observed that after two months of "rest", the sludge from both tanks was framed in A Class, with potential use in agriculture, as standardizes the resolution nº 375/2006 of CONAMA. In general, the tank without plants showed greater speed in the process of cleaning the sludge than the CW, mainly due to the direct sunlight exposure. However, with respect to the stabilization process, the CW was better than the control tank.
id UFG-2_f990bcf40a05ebc545aafbd422ad484d
oai_identifier_str oai:repositorio.bc.ufg.br:tede/3447
network_acronym_str UFG-2
network_name_str Repositório Institucional da UFG
repository_id_str
spelling Almeida, Rogério de Araújohttp://lattes.cnpq.br/7455447665040845Almeida, Rogério de AraújoGil, Éric de SouzaAgostini, Elizabethhttp://lattes.cnpq.br/9815001060477815Silva Junior, Édio Damásio da2014-10-23T18:07:43Z2013-11-13SILVA JUNIOR, Édio Damásio da. Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído. 2013. 76 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2013.http://repositorio.bc.ufg.br/tede/handle/tede/3447ark:/38995/0013000008m9kThe use of individual systems for treatment and disposal of sewage (ISTDS) comes as an option to the lack of sanitation in many Brazilian regions, mainly in small settlements. However, the wastes generated in these systems represent another health problem, since it contains high levels of pathogens and organic load. These wastes, termed septic tanks and cesspools residues (STCR) must be treated before their disposal to the environment. Simple and low cost technologies, like the constructed wetlands systems (CW), should be developed and evaluated aiming its implementation in small population centers. This study aimed to evaluate the treatment, more specifically the cleaning and stabilization, of the sludge accumulated in a CW designed to treat STCR. Two tanks were constructed, dug into the ground and filled with overlapping layers of gravel and sand for application and treatment of the STCR. One of them was grown by the vegetal specie Vetiver Grass (Chrysopogon zizanioides) and the other one was used as a control treatment. The STCR were applied to the system by the exhaustion of clean-pit trucks. The system behaved in vertical downward subsurface flow, controlled by a fluid spilling system. Physical-chemical and microbiological analyses of the crude residue and sludge in treatment in both tanks were made. The STCR nutritional potential was characterized through the determination of total phosphorus, total, organic and ammonia nitrogen, nitrite and nitrate. Their pathogen load was characterized by counting total coliforms, Escherichia coli, Salmonella spp. and helminths viable eggs. In addition, were characterized the attributes pH, moisture, total, volatile and fixed solids. From the sludge accumulated on the surface of treatment beds they were evaluated its pathogen load, solids content and moisture. The results were compared with the established pursuant to resolution nº 375/2006, of the brazilian National Council for the Environment (CONAMA), to verify the possibility of the sludge use in agriculture. The crude residue characterization results, showed to be similar to those cited by the literature, with high concentrations of pathogens and nutrients and also, high dispersion of values. With STCR disposals, the sludge layer increased in both systems, with higher values for the CW (about 1.1 cm per month), because of their greater capacity to retain moisture. During the disposal phase, both tanks sludge remained with high values of pathogenic organisms. At the end of the applications, there has been considerable reduction of these values, suggesting that for a better sludge treatment should be a period of "rest" without applications. It was observed that after two months of "rest", the sludge from both tanks was framed in A Class, with potential use in agriculture, as standardizes the resolution nº 375/2006 of CONAMA. In general, the tank without plants showed greater speed in the process of cleaning the sludge than the CW, mainly due to the direct sunlight exposure. However, with respect to the stabilization process, the CW was better than the control tank.A utilização de sistemas individuais de tratamento e disposição de esgoto (SITDE) constitui-se em opção à carência de saneamento básico em diversas regiões brasileiras, principalmente em pequenos núcleos populacionais. Todavia, os resíduos esgotados nestes sistemas representam novo problema sanitário, uma vez que contém elevados teores de organismos patogênicos e de carga orgânica. Estes resíduos, denominados de resíduos de fossas e tanques sépticos (RFTS), devem ser tratados antes de sua disposição no meio ambiente. Tecnologias simples e de baixos custos, como os sistemas de alagados construídos (SAC’s), devem ser desenvolvidas e pesquisadas visando sua implantação em pequenos núcleos populacionais. Este trabalho objetivou avaliar o tratamento, mais especificamente a higienização e estabilização, do lodo acumulado em um SAC projetado para tratamento de RFTS. Foram construídos dois tanques, escavados no solo e preenchidos com camadas sobrepostas de brita e areia para aplicação e tratamento dos RFTS. Um tanque foi cultivado com a espécie vegetal Capim Vetiver (Chrysopogon zizanioides) e o outro serviu de testemunha. Os RFTS foram aplicados através do esgotamento de caminhões limpa-fossa. O sistema comportou-se em fluxo subsuperficial vertical descendente, controlado por um sistema de extravazão de líquidos. Foram realizadas análises físico-químicas e microbiológicas do resíduo bruto e do lodo em tratamento de ambos os tanques. Caracterizou-se o potencial nutricional do RFTS por meio da determinação das concentrações de fósforo total, nitrogênio total, orgânico e amoniacal, nitrito e nitrato. A carga de patógenos foi obtida por meio da contagem de coliformes totais, Escherichia coli, Salmonella spp. e ovos viáveis de helmintos. Também foram caracterizados os atributos pH, umidade, sólidos totais, fixos e voláteis. Do lodo acumulado na superfície dos leitos de tratamento avaliaram-se a carga patógena, o teor de sólidos e a umidade. Os resultados foram comparados com o estabelecido pela resolução nº 375/2006, do Conselho Nacional de Meio Ambiente (CONAMA), para verificar sua potencialidade de uso agrícola. A caracterização do resíduo bruto apresentou dados similares à literatura, com elevadas concentrações de patógenos e nutrientes, além da alta dispersão de resultados. Com as disposições do RFTS, a camada de lodo aumentou em ambos os sistemas, com valores superiores para o SAC (cerca de 1,1 cm ao mês), em virtude de sua maior capacidade de retenção de umidade. Durante a fase de aplicação dos resíduos, o lodo de ambos os tanques permaneceu com altos valores de organismos patógenos. Ao cessar as aplicações, houve considerável redução destes valores, sugerindo que para melhor tratamento do lodo deve-se haver um período de “descanso”, sem aplicações. Observou-se que após um período de dois meses de “descanso”, o lodo de ambos os tanques foi enquadrado na classe A, com possibilidade de uso na agricultura, conforme normatiza o CONAMA. De forma geral, o tanque sem plantas apresentou maior rapidez no processo de higienização do lodo do que no SAC, principalmente em função da exposição solar direta. Entretanto, no que tange ao processo de estabilização, o SAC foi superior ao tanque controle.Submitted by Erika Demachki (erikademachki@gmail.com) on 2014-10-23T16:36:45Z No. of bitstreams: 2 Dissertação - Édio Damásio da Silva Junior - 2013.pdf: 3273647 bytes, checksum: 8b91152a8caeed706b4e8d78ff9facc0 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Approved for entry into archive by Jaqueline Silva (jtas29@gmail.com) on 2014-10-23T18:07:43Z (GMT) No. of bitstreams: 2 Dissertação - Édio Damásio da Silva Junior - 2013.pdf: 3273647 bytes, checksum: 8b91152a8caeed706b4e8d78ff9facc0 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Made available in DSpace on 2014-10-23T18:07:43Z (GMT). No. of bitstreams: 2 Dissertação - Édio Damásio da Silva Junior - 2013.pdf: 3273647 bytes, checksum: 8b91152a8caeed706b4e8d78ff9facc0 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5) Previous issue date: 2013-11-13Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfhttp://repositorio.bc.ufg.br/tede/retrieve/11007/Disserta%c3%a7%c3%a3o%20-%20%c3%89dio%20Dam%c3%a1sio%20da%20Silva%20Junior%20-%202013.pdf.jpgporUniversidade Federal de GoiásPrograma de Pós-graduação em Engenharia do Meio Ambiente (EEC)UFGBrasilEscola de Engenharia Civil - EEC (RG)http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessFitoremediaçãoHigienizaçãoReuso agrícolaPhytoremediationSanitationAgricultural reuseENGENHARIA SANITARIA::SANEAMENTO AMBIENTALTratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construídoSeptic tanks and cesspools residues sludge treatment at a constructed wetlands systeminfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis100970209197287484760060060060072408725162631558580180640437571188872075167498588264571reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGLICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://repositorio.bc.ufg.br/tede/bitstreams/62eacc5c-0118-40ac-9c81-64e215969808/downloadbd3efa91386c1718a7f26a329fdcb468MD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.bc.ufg.br/tede/bitstreams/ac6bb929-6cf5-423b-844c-85a5fd182ac3/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-822302http://repositorio.bc.ufg.br/tede/bitstreams/7ce36576-5bea-40e7-80b2-812a55017725/download1e0094e9d8adcf16b18effef4ce7ed83MD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-823148http://repositorio.bc.ufg.br/tede/bitstreams/96ff6a3b-2a4d-40a4-b122-0a510aaf83e2/download9da0b6dfac957114c6a7714714b86306MD54ORIGINALDissertação - Édio Damásio da Silva Junior - 2013.pdfDissertação - Édio Damásio da Silva Junior - 2013.pdfapplication/pdf3273647http://repositorio.bc.ufg.br/tede/bitstreams/2be22858-ed59-448b-b0e8-a9b29d12b54e/download8b91152a8caeed706b4e8d78ff9facc0MD55TEXTDissertação - Édio Damásio da Silva Junior - 2013.pdf.txtDissertação - Édio Damásio da Silva Junior - 2013.pdf.txtExtracted Texttext/plain133911http://repositorio.bc.ufg.br/tede/bitstreams/353a68e6-e58d-4ebf-a3dc-fd836e6ad201/download5e52edf240c9c5d970ddc8e2bc97e65dMD56THUMBNAILDissertação - Édio Damásio da Silva Junior - 2013.pdf.jpgDissertação - Édio Damásio da Silva Junior - 2013.pdf.jpgGenerated Thumbnailimage/jpeg1953http://repositorio.bc.ufg.br/tede/bitstreams/a911f1db-8db5-4a02-976a-25e1fe69fb40/download5ebb6e297d6b9643235536d770a2eaaaMD57tede/34472014-10-24 03:02:00.039http://creativecommons.org/licenses/by-nc-nd/4.0/Acesso Abertoopen.accessoai:repositorio.bc.ufg.br:tede/3447http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2014-10-24T05:02Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)falseTk9UQTogQ09MT1FVRSBBUVVJIEEgU1VBIFBSw5NQUklBIExJQ0VOw4dBCkVzdGEgbGljZW7Dp2EgZGUgZXhlbXBsbyDDqSBmb3JuZWNpZGEgYXBlbmFzIHBhcmEgZmlucyBpbmZvcm1hdGl2b3MuCgpMSUNFTsOHQSBERSBESVNUUklCVUnDh8ODTyBOw4NPLUVYQ0xVU0lWQQoKQ29tIGEgYXByZXNlbnRhw6fDo28gZGVzdGEgbGljZW7Dp2EsIHZvY8OqIChvIGF1dG9yIChlcykgb3UgbyB0aXR1bGFyIGRvcyBkaXJlaXRvcyBkZSBhdXRvcikgY29uY2VkZSDDoCBVbml2ZXJzaWRhZGUgClhYWCAoU2lnbGEgZGEgVW5pdmVyc2lkYWRlKSBvIGRpcmVpdG8gbsOjby1leGNsdXNpdm8gZGUgcmVwcm9kdXppciwgIHRyYWR1emlyIChjb25mb3JtZSBkZWZpbmlkbyBhYmFpeG8pLCBlL291IApkaXN0cmlidWlyIGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyAoaW5jbHVpbmRvIG8gcmVzdW1vKSBwb3IgdG9kbyBvIG11bmRvIG5vIGZvcm1hdG8gaW1wcmVzc28gZSBlbGV0csO0bmljbyBlIAplbSBxdWFscXVlciBtZWlvLCBpbmNsdWluZG8gb3MgZm9ybWF0b3Mgw6F1ZGlvIG91IHbDrWRlby4KClZvY8OqIGNvbmNvcmRhIHF1ZSBhIFNpZ2xhIGRlIFVuaXZlcnNpZGFkZSBwb2RlLCBzZW0gYWx0ZXJhciBvIGNvbnRlw7pkbywgdHJhbnNwb3IgYSBzdWEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIApwYXJhIHF1YWxxdWVyIG1laW8gb3UgZm9ybWF0byBwYXJhIGZpbnMgZGUgcHJlc2VydmHDp8Ojby4KClZvY8OqIHRhbWLDqW0gY29uY29yZGEgcXVlIGEgU2lnbGEgZGUgVW5pdmVyc2lkYWRlIHBvZGUgbWFudGVyIG1haXMgZGUgdW1hIGPDs3BpYSBhIHN1YSB0ZXNlIG91IApkaXNzZXJ0YcOnw6NvIHBhcmEgZmlucyBkZSBzZWd1cmFuw6dhLCBiYWNrLXVwIGUgcHJlc2VydmHDp8Ojby4KClZvY8OqIGRlY2xhcmEgcXVlIGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyDDqSBvcmlnaW5hbCBlIHF1ZSB2b2PDqiB0ZW0gbyBwb2RlciBkZSBjb25jZWRlciBvcyBkaXJlaXRvcyBjb250aWRvcyAKbmVzdGEgbGljZW7Dp2EuIFZvY8OqIHRhbWLDqW0gZGVjbGFyYSBxdWUgbyBkZXDDs3NpdG8gZGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyBuw6NvLCBxdWUgc2VqYSBkZSBzZXUgCmNvbmhlY2ltZW50bywgaW5mcmluZ2UgZGlyZWl0b3MgYXV0b3JhaXMgZGUgbmluZ3XDqW0uCgpDYXNvIGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyBjb250ZW5oYSBtYXRlcmlhbCBxdWUgdm9jw6ogbsOjbyBwb3NzdWkgYSB0aXR1bGFyaWRhZGUgZG9zIGRpcmVpdG9zIGF1dG9yYWlzLCB2b2PDqiAKZGVjbGFyYSBxdWUgb2J0ZXZlIGEgcGVybWlzc8OjbyBpcnJlc3RyaXRhIGRvIGRldGVudG9yIGRvcyBkaXJlaXRvcyBhdXRvcmFpcyBwYXJhIGNvbmNlZGVyIMOgIFNpZ2xhIGRlIFVuaXZlcnNpZGFkZSAKb3MgZGlyZWl0b3MgYXByZXNlbnRhZG9zIG5lc3RhIGxpY2Vuw6dhLCBlIHF1ZSBlc3NlIG1hdGVyaWFsIGRlIHByb3ByaWVkYWRlIGRlIHRlcmNlaXJvcyBlc3TDoSBjbGFyYW1lbnRlIAppZGVudGlmaWNhZG8gZSByZWNvbmhlY2lkbyBubyB0ZXh0byBvdSBubyBjb250ZcO6ZG8gZGEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIG9yYSBkZXBvc2l0YWRhLgoKQ0FTTyBBIFRFU0UgT1UgRElTU0VSVEHDh8ODTyBPUkEgREVQT1NJVEFEQSBURU5IQSBTSURPIFJFU1VMVEFETyBERSBVTSBQQVRST0PDjU5JTyBPVSAKQVBPSU8gREUgVU1BIEFHw4pOQ0lBIERFIEZPTUVOVE8gT1UgT1VUUk8gT1JHQU5JU01PIFFVRSBOw4NPIFNFSkEgQSBTSUdMQSBERSAKVU5JVkVSU0lEQURFLCBWT0PDiiBERUNMQVJBIFFVRSBSRVNQRUlUT1UgVE9ET1MgRSBRVUFJU1FVRVIgRElSRUlUT1MgREUgUkVWSVPDg08gQ09NTyAKVEFNQsOJTSBBUyBERU1BSVMgT0JSSUdBw4fDlUVTIEVYSUdJREFTIFBPUiBDT05UUkFUTyBPVSBBQ09SRE8uCgpBIFNpZ2xhIGRlIFVuaXZlcnNpZGFkZSBzZSBjb21wcm9tZXRlIGEgaWRlbnRpZmljYXIgY2xhcmFtZW50ZSBvIHNldSBub21lIChzKSBvdSBvKHMpIG5vbWUocykgZG8ocykgCmRldGVudG9yKGVzKSBkb3MgZGlyZWl0b3MgYXV0b3JhaXMgZGEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvLCBlIG7Do28gZmFyw6EgcXVhbHF1ZXIgYWx0ZXJhw6fDo28sIGFsw6ltIGRhcXVlbGFzIApjb25jZWRpZGFzIHBvciBlc3RhIGxpY2Vuw6dhLgo=
dc.title.por.fl_str_mv Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
dc.title.alternative.eng.fl_str_mv Septic tanks and cesspools residues sludge treatment at a constructed wetlands system
title Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
spellingShingle Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
Silva Junior, Édio Damásio da
Fitoremediação
Higienização
Reuso agrícola
Phytoremediation
Sanitation
Agricultural reuse
ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
title_short Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
title_full Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
title_fullStr Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
title_full_unstemmed Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
title_sort Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído
author Silva Junior, Édio Damásio da
author_facet Silva Junior, Édio Damásio da
author_role author
dc.contributor.advisor1.fl_str_mv Almeida, Rogério de Araújo
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/7455447665040845
dc.contributor.referee1.fl_str_mv Almeida, Rogério de Araújo
dc.contributor.referee2.fl_str_mv Gil, Éric de Souza
dc.contributor.referee3.fl_str_mv Agostini, Elizabeth
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/9815001060477815
dc.contributor.author.fl_str_mv Silva Junior, Édio Damásio da
contributor_str_mv Almeida, Rogério de Araújo
Almeida, Rogério de Araújo
Gil, Éric de Souza
Agostini, Elizabeth
dc.subject.por.fl_str_mv Fitoremediação
Higienização
Reuso agrícola
topic Fitoremediação
Higienização
Reuso agrícola
Phytoremediation
Sanitation
Agricultural reuse
ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
dc.subject.eng.fl_str_mv Phytoremediation
Sanitation
Agricultural reuse
dc.subject.cnpq.fl_str_mv ENGENHARIA SANITARIA::SANEAMENTO AMBIENTAL
description The use of individual systems for treatment and disposal of sewage (ISTDS) comes as an option to the lack of sanitation in many Brazilian regions, mainly in small settlements. However, the wastes generated in these systems represent another health problem, since it contains high levels of pathogens and organic load. These wastes, termed septic tanks and cesspools residues (STCR) must be treated before their disposal to the environment. Simple and low cost technologies, like the constructed wetlands systems (CW), should be developed and evaluated aiming its implementation in small population centers. This study aimed to evaluate the treatment, more specifically the cleaning and stabilization, of the sludge accumulated in a CW designed to treat STCR. Two tanks were constructed, dug into the ground and filled with overlapping layers of gravel and sand for application and treatment of the STCR. One of them was grown by the vegetal specie Vetiver Grass (Chrysopogon zizanioides) and the other one was used as a control treatment. The STCR were applied to the system by the exhaustion of clean-pit trucks. The system behaved in vertical downward subsurface flow, controlled by a fluid spilling system. Physical-chemical and microbiological analyses of the crude residue and sludge in treatment in both tanks were made. The STCR nutritional potential was characterized through the determination of total phosphorus, total, organic and ammonia nitrogen, nitrite and nitrate. Their pathogen load was characterized by counting total coliforms, Escherichia coli, Salmonella spp. and helminths viable eggs. In addition, were characterized the attributes pH, moisture, total, volatile and fixed solids. From the sludge accumulated on the surface of treatment beds they were evaluated its pathogen load, solids content and moisture. The results were compared with the established pursuant to resolution nº 375/2006, of the brazilian National Council for the Environment (CONAMA), to verify the possibility of the sludge use in agriculture. The crude residue characterization results, showed to be similar to those cited by the literature, with high concentrations of pathogens and nutrients and also, high dispersion of values. With STCR disposals, the sludge layer increased in both systems, with higher values for the CW (about 1.1 cm per month), because of their greater capacity to retain moisture. During the disposal phase, both tanks sludge remained with high values of pathogenic organisms. At the end of the applications, there has been considerable reduction of these values, suggesting that for a better sludge treatment should be a period of "rest" without applications. It was observed that after two months of "rest", the sludge from both tanks was framed in A Class, with potential use in agriculture, as standardizes the resolution nº 375/2006 of CONAMA. In general, the tank without plants showed greater speed in the process of cleaning the sludge than the CW, mainly due to the direct sunlight exposure. However, with respect to the stabilization process, the CW was better than the control tank.
publishDate 2013
dc.date.issued.fl_str_mv 2013-11-13
dc.date.accessioned.fl_str_mv 2014-10-23T18:07:43Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv SILVA JUNIOR, Édio Damásio da. Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído. 2013. 76 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2013.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tede/3447
dc.identifier.dark.fl_str_mv ark:/38995/0013000008m9k
identifier_str_mv SILVA JUNIOR, Édio Damásio da. Tratamento do lodo de resíduos de fossas e tanques sépticos em um sistema de alagado construído. 2013. 76 f. Dissertação (Mestrado em Engenharia do Meio Ambiente) - Universidade Federal de Goiás, Goiânia, 2013.
ark:/38995/0013000008m9k
url http://repositorio.bc.ufg.br/tede/handle/tede/3447
dc.language.iso.fl_str_mv por
language por
dc.relation.program.fl_str_mv 1009702091972874847
dc.relation.confidence.fl_str_mv 600
600
600
600
dc.relation.department.fl_str_mv 724087251626315585
dc.relation.cnpq.fl_str_mv 8018064043757118887
dc.relation.sponsorship.fl_str_mv 2075167498588264571
dc.rights.driver.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Goiás
dc.publisher.program.fl_str_mv Programa de Pós-graduação em Engenharia do Meio Ambiente (EEC)
dc.publisher.initials.fl_str_mv UFG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Escola de Engenharia Civil - EEC (RG)
publisher.none.fl_str_mv Universidade Federal de Goiás
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFG
instname:Universidade Federal de Goiás (UFG)
instacron:UFG
instname_str Universidade Federal de Goiás (UFG)
instacron_str UFG
institution UFG
reponame_str Repositório Institucional da UFG
collection Repositório Institucional da UFG
bitstream.url.fl_str_mv http://repositorio.bc.ufg.br/tede/bitstreams/62eacc5c-0118-40ac-9c81-64e215969808/download
http://repositorio.bc.ufg.br/tede/bitstreams/ac6bb929-6cf5-423b-844c-85a5fd182ac3/download
http://repositorio.bc.ufg.br/tede/bitstreams/7ce36576-5bea-40e7-80b2-812a55017725/download
http://repositorio.bc.ufg.br/tede/bitstreams/96ff6a3b-2a4d-40a4-b122-0a510aaf83e2/download
http://repositorio.bc.ufg.br/tede/bitstreams/2be22858-ed59-448b-b0e8-a9b29d12b54e/download
http://repositorio.bc.ufg.br/tede/bitstreams/353a68e6-e58d-4ebf-a3dc-fd836e6ad201/download
http://repositorio.bc.ufg.br/tede/bitstreams/a911f1db-8db5-4a02-976a-25e1fe69fb40/download
bitstream.checksum.fl_str_mv bd3efa91386c1718a7f26a329fdcb468
4afdbb8c545fd630ea7db775da747b2f
1e0094e9d8adcf16b18effef4ce7ed83
9da0b6dfac957114c6a7714714b86306
8b91152a8caeed706b4e8d78ff9facc0
5e52edf240c9c5d970ddc8e2bc97e65d
5ebb6e297d6b9643235536d770a2eaaa
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)
repository.mail.fl_str_mv tasesdissertacoes.bc@ufg.br
_version_ 1815172601744457728