Nitrogen and phosphorus removal in biological aerated filters (BAFs)
dc.contributor.advisor | Say Kee Ong | |
dc.contributor.author | Ha, Jeonghyub | |
dc.contributor.department | Department of Civil, Construction and Environmental Engineering | |
dc.date | 2018-08-24T18:52:33.000 | |
dc.date.accessioned | 2020-06-30T07:22:05Z | |
dc.date.available | 2020-06-30T07:22:05Z | |
dc.date.copyright | Sun Jan 01 00:00:00 UTC 2006 | |
dc.date.issued | 2006-01-01 | |
dc.description.abstract | <p>Three downflow pilot-scale biological aerated filters (BAFs) using different media, gravel, lava rock and plastic rings were operated to study their effectiveness as an add-on system or polishing process for aerated lagoons. Of the three media tested, gravel with a diameter of 5 mm was found to provide more than 96% nitrification at hydraulic retention time (HRT) as low as 0.5 hour with 200% recirculation. Experimental results showed that polishing BAF with gravel can be operated at 1 hour HRT without recirculation with nitrification as high as 83%;At a HRT of 2 hours and a wastewater temperature of 6.5°C, more than 98% of ammonia was nitrified in a gravel BAF. For a HRT of 1 hour at 6.5°C, ammonia removals (%) can be improved from 54.3 +/- 2.7% without recirculation to 76 +/- 3.8% with 100% recirculation. With 200% recirculation, ammonia removal improved further to 92 +/- 1.5%. C/N ratio of influent wastewater had a negative impact on nitrification with less than 5% ammonia removal for a C/N ratio of 8 at 6.5°C. Ammonia loading reached a maximum of 0.36 kg NH3-N/m3-day at 6.5°C while the maximum ammonia loading was 0.63 kg NH3-N/m3-day at 24°C;A pilot-scale partially aerated BAF was operated with an anaerobic, anoxic and oxic zone at a temperature of 24°C for the removal of nitrogen at various hydraulic loading rates and recirculation rates. With 300% recirculation at a HRT greater than 3 hours, the total nitrogen removed was approximately 80%. sCOD removals and nitrification at HRT of 3 hours with recirculation rates of 200% and 300% was more than 96%;By adding two alternating attached growth columns (diameter = 75 mm) after the partially aerated BAF, the phosphorus removal of more than 96% were obtained for influent phosphorus concentrations of 8 mg P/L and 16 mg P/L. The experimental results demonstrated that by using two alternating biofilm filters in conjunction with a partially aerated BAF, phosphorus removal can be achieved.</p> | |
dc.format.mimetype | application/pdf | |
dc.identifier | archive/lib.dr.iastate.edu/rtd/1258/ | |
dc.identifier.articleid | 2257 | |
dc.identifier.contextkey | 6093713 | |
dc.identifier.doi | https://doi.org/10.31274/rtd-180813-10953 | |
dc.identifier.s3bucket | isulib-bepress-aws-west | |
dc.identifier.submissionpath | rtd/1258 | |
dc.identifier.uri | https://dr.lib.iastate.edu/handle/20.500.12876/65963 | |
dc.language.iso | en | |
dc.source.bitstream | archive/lib.dr.iastate.edu/rtd/1258/r_3217272.pdf|||Fri Jan 14 19:24:45 UTC 2022 | |
dc.subject.disciplines | Civil Engineering | |
dc.subject.disciplines | Environmental Engineering | |
dc.subject.keywords | Civil | |
dc.subject.keywords | construction | |
dc.subject.keywords | and environmental engineering | |
dc.subject.keywords | Civil engineering (Environmental engineering) | |
dc.subject.keywords | Environmental engineering | |
dc.title | Nitrogen and phosphorus removal in biological aerated filters (BAFs) | |
dc.type | dissertation | |
dc.type.genre | dissertation | |
dspace.entity.type | Publication | |
relation.isOrgUnitOfPublication | 933e9c94-323c-4da9-9e8e-861692825f91 | |
thesis.degree.level | dissertation | |
thesis.degree.name | Doctor of Philosophy |
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