STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT

Up flow anaerobic sludge blanket (UASB) reactors have been increasingly used for industrial wastewater treatment. Because of existing problems in startup step of these reactors, in this research the startup of a UASB in pilot scale and room temperature condition was studied. The total height of UASB...

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Main Authors: A.R. Mesdaghinia, K. Naddafee, M.Shariat, H.Ganjidoost
Format: Article
Language:English
Published: Tehran University of Medical Sciences 1994-06-01
Series:Iranian Journal of Public Health
Subjects:
Online Access:https://ijph.tums.ac.ir/index.php/ijph/article/view/1568
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spelling doaj-1c5734aff9a647799b99162e9b339a202020-12-02T18:51:56ZengTehran University of Medical SciencesIranian Journal of Public Health2251-60852251-60931994-06-01231-41557STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT A.R. Mesdaghinia0 K. Naddafee1 M.Shariat2 H.Ganjidoost3 Up flow anaerobic sludge blanket (UASB) reactors have been increasingly used for industrial wastewater treatment. Because of existing problems in startup step of these reactors, in this research the startup of a UASB in pilot scale and room temperature condition was studied. The total height of UASB reactor was 270 cm and effective height was 240 cm. Diameter of the reactor in lower part was 20 cm (reaction zone) and 40 cm in upper part (solid-gas-liquid separator) five sampling ports with interval of 32 cm were provided and the effective volume of the reactor was 100 liters. Septic tank digested sludge and cow manure were used for the seeding of UASB reactor. In the startup step of the reactor, volumetric loading was increased step by step. After 155 days granule formation was observed and after 215 days of the study the removal rate increased to 4.62 kg COD/m/ day. More than 98% of soluble COD removal was achieved in lower 160 cm of reactor.https://ijph.tums.ac.ir/index.php/ijph/article/view/1568Anaerobic sludge blanket reactorAnaerobic granule formation
collection DOAJ
language English
format Article
sources DOAJ
author A.R. Mesdaghinia
K. Naddafee
M.Shariat
H.Ganjidoost
spellingShingle A.R. Mesdaghinia
K. Naddafee
M.Shariat
H.Ganjidoost
STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
Iranian Journal of Public Health
Anaerobic sludge blanket reactor
Anaerobic granule formation
author_facet A.R. Mesdaghinia
K. Naddafee
M.Shariat
H.Ganjidoost
author_sort A.R. Mesdaghinia
title STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
title_short STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
title_full STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
title_fullStr STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
title_full_unstemmed STARTUP OF UPELOW ANAEROBIC SLUDGE BLANKET REACTOR FOR INDUSTRIAL WASTEWATER TREATMENT
title_sort startup of upelow anaerobic sludge blanket reactor for industrial wastewater treatment
publisher Tehran University of Medical Sciences
series Iranian Journal of Public Health
issn 2251-6085
2251-6093
publishDate 1994-06-01
description Up flow anaerobic sludge blanket (UASB) reactors have been increasingly used for industrial wastewater treatment. Because of existing problems in startup step of these reactors, in this research the startup of a UASB in pilot scale and room temperature condition was studied. The total height of UASB reactor was 270 cm and effective height was 240 cm. Diameter of the reactor in lower part was 20 cm (reaction zone) and 40 cm in upper part (solid-gas-liquid separator) five sampling ports with interval of 32 cm were provided and the effective volume of the reactor was 100 liters. Septic tank digested sludge and cow manure were used for the seeding of UASB reactor. In the startup step of the reactor, volumetric loading was increased step by step. After 155 days granule formation was observed and after 215 days of the study the removal rate increased to 4.62 kg COD/m/ day. More than 98% of soluble COD removal was achieved in lower 160 cm of reactor.
topic Anaerobic sludge blanket reactor
Anaerobic granule formation
url https://ijph.tums.ac.ir/index.php/ijph/article/view/1568
work_keys_str_mv AT armesdaghinia startupofupelowanaerobicsludgeblanketreactorforindustrialwastewatertreatment
AT knaddafee startupofupelowanaerobicsludgeblanketreactorforindustrialwastewatertreatment
AT mshariat startupofupelowanaerobicsludgeblanketreactorforindustrialwastewatertreatment
AT hganjidoost startupofupelowanaerobicsludgeblanketreactorforindustrialwastewatertreatment
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