Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/84723
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dc.titleNitrate removal by an ultra-compact biofilm reactor
dc.contributor.authorOng, S.L.
dc.contributor.authorNg, W.J.
dc.contributor.authorLee, L.Y.
dc.contributor.authorYu, J.
dc.contributor.authorHu, J.Y.
dc.date.accessioned2014-10-07T06:28:26Z
dc.date.available2014-10-07T06:28:26Z
dc.date.issued2000
dc.identifier.citationOng, S.L.,Ng, W.J.,Lee, L.Y.,Yu, J.,Hu, J.Y. (2000). Nitrate removal by an ultra-compact biofilm reactor. Water Science and Technology 42 (3-4) : 181-186. ScholarBank@NUS Repository.
dc.identifier.issn02731223
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/84723
dc.description.abstractThis study consisted of two stages. The first stage was to cultivate denitrifying biofilm with a simplified UCBR while the second stage was to investigate the performance of a standard UCBR for nitrate removal. The volumetric nitrate-N conversion rate increased steadily from less than 0.5 kg/m3.d to about 2.5 kg/m3.d towards the end of Stage 1. Reactor instability and poor biofilm morphology had led to a relatively low nitrate-N conversion rate during stage 1 of operation. In Stage 2, the conversion rate increased rapidly to 6.5 kg/m3.d within 4 days and increased steadily to 10.5 kg/m3.d, thereafter. The biofilm formation in Stage 2 was better than that attained in Stage 1. Biofilm density and biomass concentration in the reactor were in the range of 20.5 to 29.0 g/L and 1 to 3 g/L, respectively. The specific growth rate of the denitrifiers (μ) and the observed biomass growth yield coefficient (Y(obs)) in the reactor varied within the ranges of 1.5-4.2 d-1 and 0.20-0.65 g biomass/g nitrate-N, respectively. The specific nitrate-N conversion rate (γ) was within the range of 1.8-3.8 g nitrate-N/g biomass.d.
dc.sourceScopus
dc.subjectBiofilm
dc.subjectDenitrification
dc.subjectNitrate-N conversion rate
dc.subjectpH effect
dc.subjectUCBR
dc.typeConference Paper
dc.contributor.departmentCHEMICAL & ENVIRONMENTAL ENGINEERING
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleWater Science and Technology
dc.description.volume42
dc.description.issue3-4
dc.description.page181-186
dc.description.codenWSTED
dc.identifier.isiutNOT_IN_WOS
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