Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater

The objective of this study was to investigate the effi ciency the TSS reduction of domestic wastewater by using hydraulic agitation in anaerobic biofi lter. The reactor consists of four columns. Each column has a sampling point. Upfl ow direction was operated in reactor in order to maximize the hyd...

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Main Authors: Nur Indradewi Oktavitri, Agoes Soegianto, Trisnadi Widyaleksono C. Putranto, Angsukma P. Dewayanti, Adam L.H. Suryawan
Format: Article
Language:English
Published: Indonesian Biological Society 2013-10-01
Series:Journal of Biological Researches
Subjects:
TSS
Online Access:http://berkalahayati.org/journal/f396fe44
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spelling doaj-4864ab20c28c458a9f730d88aee49a562020-11-24T22:54:37ZengIndonesian Biological SocietyJournal of Biological Researches0852-68342337-389X2013-10-01181798110.23869/bphjbr.18.1.201213Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewaterNur Indradewi Oktavitri0Agoes Soegianto1Trisnadi Widyaleksono C. Putranto2Angsukma P. Dewayanti3Adam L.H. Suryawan4Biology Department Science and Technology Faculty Airlangga University Kampus C Jl. Mulyorejo, 60115, SurabayaBiology Department Science and Technology Faculty Airlangga University Kampus C Jl. Mulyorejo, 60115, SurabayaBiology Department Science and Technology Faculty Airlangga University Kampus C Jl. Mulyorejo, 60115, SurabayaBiology Department Science and Technology Faculty Airlangga University Kampus C Jl. Mulyorejo, 60115, SurabayaBiology Department Science and Technology Faculty Airlangga University Kampus C Jl. Mulyorejo, 60115, SurabayaThe objective of this study was to investigate the effi ciency the TSS reduction of domestic wastewater by using hydraulic agitation in anaerobic biofi lter. The reactor consists of four columns. Each column has a sampling point. Upfl ow direction was operated in reactor in order to maximize the hydraulic agitation. Gravel was used as fi lter media to support the growth of biofi lm. The reactor treated wastewater of FST Airlangga University canteen which contains 8237.463 mg/l of TSS. Flow used during processing was 0.3 ml/min. Sampling TSS were performed on days 7, 14, 21, and 28. The results showed that the effi ciency of TSS were 64.57%, 76.16%, 94.23% and 98.46% respectively. The average TSS removal was 83.36%. http://berkalahayati.org/journal/f396fe44TSSdomestic wastewaterhydraulic agitationhybrid anaerobic reactor
collection DOAJ
language English
format Article
sources DOAJ
author Nur Indradewi Oktavitri
Agoes Soegianto
Trisnadi Widyaleksono C. Putranto
Angsukma P. Dewayanti
Adam L.H. Suryawan
spellingShingle Nur Indradewi Oktavitri
Agoes Soegianto
Trisnadi Widyaleksono C. Putranto
Angsukma P. Dewayanti
Adam L.H. Suryawan
Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
Journal of Biological Researches
TSS
domestic wastewater
hydraulic agitation
hybrid anaerobic reactor
author_facet Nur Indradewi Oktavitri
Agoes Soegianto
Trisnadi Widyaleksono C. Putranto
Angsukma P. Dewayanti
Adam L.H. Suryawan
author_sort Nur Indradewi Oktavitri
title Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
title_short Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
title_full Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
title_fullStr Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
title_full_unstemmed Effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
title_sort effect hydraulic agitation using anaerobic biofilter for treated domestic wastewater
publisher Indonesian Biological Society
series Journal of Biological Researches
issn 0852-6834
2337-389X
publishDate 2013-10-01
description The objective of this study was to investigate the effi ciency the TSS reduction of domestic wastewater by using hydraulic agitation in anaerobic biofi lter. The reactor consists of four columns. Each column has a sampling point. Upfl ow direction was operated in reactor in order to maximize the hydraulic agitation. Gravel was used as fi lter media to support the growth of biofi lm. The reactor treated wastewater of FST Airlangga University canteen which contains 8237.463 mg/l of TSS. Flow used during processing was 0.3 ml/min. Sampling TSS were performed on days 7, 14, 21, and 28. The results showed that the effi ciency of TSS were 64.57%, 76.16%, 94.23% and 98.46% respectively. The average TSS removal was 83.36%.
topic TSS
domestic wastewater
hydraulic agitation
hybrid anaerobic reactor
url http://berkalahayati.org/journal/f396fe44
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