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dc.contributor.authorRodgers, Michael
dc.contributor.authorHealy, Mark G.
dc.contributor.authorPrendergast, John
dc.identifier.citationRodgers, M., Healy, M. G. & Prendergast, J. (2006) 'A novel hybrid filter for the treatment of septic tank effluent'. ASCE Journal of Environmental Engineering, 132 (7):764-768.en_US
dc.descriptionJournal articleen_US
dc.description.abstractIntermittent sand filtration is a common and effective method for treating septic tank effluent. However, if the loading rate is too high, clogging and ponding of the sand filter surface layer can occur due to the accumulation of excessive biomass and the deposition of suspended solids. This ponding limits the practicality of sand filtration as it makes it necessary to take the filter out of service for maintenance. The objective of this study was to develop and test, on-site, a new hybrid filter system that would reduce the risk of clogging at an organic loading rate substantially greater than the maximum recommended loading rate for intermittent sand filters. The system comprised a 0.6 m deep horizontal flow biofilm reactor (HFBR) over a 0.85 m deep stratified sand filter. The HFBR consisted of a stack of 20 horizontal corrugated polyvinyl chloride sheets, at 32 mm vertical spacings. The sheets were arranged so that the wastewater flowed over and back along alternate sheets down through the stack. The main biofilm growth formed on these sheets. The hybrid filter was loaded with septic tank effluent from an office/garage complex at the rate of 206 L/m(2) day for a period of 400 days in two phases. During the first phase, the effluent volume of 600 L/day was applied in 24 doses/day for 10 min/dose, and during the second phase in 6 doses/day for 40 min/dose. Biofilms in the HFBR substantially reduced the organic and suspended solids loads that reached the sand filter surface and allowed an average total biochemical oxygen demand (BODT) loading rate, based on HFBR plan area, of 37 g BODT/m(2) day to be applied to the system without clogging. This rate was substantially greater than the maximum recommended loading rate of 24 g BODT/m(2) day for intermittent sand filters. During both loading phases a BODT removal of 94% was achieved and nitrification was nearly complete. The average effluent BODT was 12 +/- 4 mg/L during both phases. The hybrid filter system appeared to perform better in terms of suspended solids handling and nitrification during the more frequent dosing phase. The hybrid filtration system offers a more compact alternative to intermittent sand filtration on its own with little risk of clogging.en_US
dc.relation.ispartofASCE Journal of Environmental Engineeringen
dc.subjectWaste treatmenten_US
dc.subjectWastewater disposalen_US
dc.subjectWaste disposalen_US
dc.subjectWaste managementen_US
dc.subjectHybrid methodsen_US
dc.titleA novel hybrid filter for the treatment of septic tank effluenten_US
dc.identifier.doiDOI 10.1061/(ASCE)0733-9372(2006)132:7(764)
dc.local.contactMark Healy, Dept. Of Civil Engineering, Room E210, Civil Engineering Building, Nui Galway. 5364 Email:

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