Integrated Community Onsite Sanitation System for Close Loop Faecal Management
The achievement of safe sanitation access is about 7.42 % in 2018, that indicates high risk of faecal contamination from unmanaged onsite sanitation system and has not been fully supported by faecal sludge service. This paper described the study of characteristic of onsite sanitation and faecal slud...
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doaj-6fc7081e58be4147a6e731ce1fd6f3be2021-04-13T09:03:17ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012490100510.1051/e3sconf/202124901005e3sconf_css2021_01005Integrated Community Onsite Sanitation System for Close Loop Faecal ManagementHastuti ElisRiyana Rydha0Joy Benny1Supratman Unang2Pamekas R3Directorate Engineering Affairs for Human Settlements and Housing, Directorate General of Human Settlements, Ministry of Public Works and HousingEnvironment Science Program, Postgraduate School, Padjadjaran UniversityEnvironment Science Program, Postgraduate School, Padjadjaran UniversityDirectorate Engineering Affairs for Human Settlements and Housing, Directorate General of Human Settlements, Ministry of Public Works and HousingThe achievement of safe sanitation access is about 7.42 % in 2018, that indicates high risk of faecal contamination from unmanaged onsite sanitation system and has not been fully supported by faecal sludge service. This paper described the study of characteristic of onsite sanitation and faecal sludge for review potential of integrating of sludge handling with improved communal wastewater treatment. Faecal sludge quality were observed from pit latrines and communal septic tank, then analysis method apply cluster analysis and through close loop approach consider treatment and disposal for resource recovery. The pilot model of combined treatment of wastewater and faecal sludge was developed by anaerobic digester with a maximum 5% sludge loading, then further treatment by biofilter system and sludge drying bed. The quality of treated water can meet COD and nitrogen as effluent standard, biosolid reached a stabilization index of 40 - 60%, water content of 50-60% and less Coliform bacteria content. The characteristics of faecal sludge strength to be handled will be influenced bytechnical aspect or environment. The integrated system could be applied to manage wastewater and faecal sludge and its by products, mainly for rural area has not been catered by faecal sludge service.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/25/e3sconf_css2021_01005.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Hastuti Elis Riyana Rydha Joy Benny Supratman Unang Pamekas R |
spellingShingle |
Hastuti Elis Riyana Rydha Joy Benny Supratman Unang Pamekas R Integrated Community Onsite Sanitation System for Close Loop Faecal Management E3S Web of Conferences |
author_facet |
Hastuti Elis Riyana Rydha Joy Benny Supratman Unang Pamekas R |
author_sort |
Hastuti Elis |
title |
Integrated Community Onsite Sanitation System for Close Loop Faecal Management |
title_short |
Integrated Community Onsite Sanitation System for Close Loop Faecal Management |
title_full |
Integrated Community Onsite Sanitation System for Close Loop Faecal Management |
title_fullStr |
Integrated Community Onsite Sanitation System for Close Loop Faecal Management |
title_full_unstemmed |
Integrated Community Onsite Sanitation System for Close Loop Faecal Management |
title_sort |
integrated community onsite sanitation system for close loop faecal management |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2021-01-01 |
description |
The achievement of safe sanitation access is about 7.42 % in 2018, that indicates high risk of faecal contamination from unmanaged onsite sanitation system and has not been fully supported by faecal sludge service. This paper described the study of characteristic of onsite sanitation and faecal sludge for review potential of integrating of sludge handling with improved communal wastewater treatment. Faecal sludge quality were observed from pit latrines and communal septic tank, then analysis method apply cluster analysis and through close loop approach consider treatment and disposal for resource recovery. The pilot model of combined treatment of wastewater and faecal sludge was developed by anaerobic digester with a maximum 5% sludge loading, then further treatment by biofilter system and sludge drying bed. The quality of treated water can meet COD and nitrogen as effluent standard, biosolid reached a stabilization index of 40 - 60%, water content of 50-60% and less Coliform bacteria content. The characteristics of faecal sludge strength to be handled will be influenced bytechnical aspect or environment. The integrated system could be applied to manage wastewater and faecal sludge and its by products, mainly for rural area has not been catered by faecal sludge service. |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/25/e3sconf_css2021_01005.pdf |
work_keys_str_mv |
AT hastutielis integratedcommunityonsitesanitationsystemforcloseloopfaecalmanagement AT riyanarydha integratedcommunityonsitesanitationsystemforcloseloopfaecalmanagement AT joybenny integratedcommunityonsitesanitationsystemforcloseloopfaecalmanagement AT supratmanunang integratedcommunityonsitesanitationsystemforcloseloopfaecalmanagement AT pamekasr integratedcommunityonsitesanitationsystemforcloseloopfaecalmanagement |
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