In the Johkasou system (an on-site domestic wastewater treatment system), excess sludge is withdrawn and transported to a human excrement treatment facility. The operation of this system occupies a large part of the total treatment cost. Therefore, it is beneficial for reducing the production of excess in the system. The work presented in this paper focuses on the development of aerobic digesters for this purpose. Two types of reactors were set-up : Reactor-A was equipped with a filter unit for sludge separation and Reactor-B was a kind of submerged bio-filter process.
The sludge obtained from an anaerobic tank in a Johkasou system was fed once a day into the reactors at HRT = 10 days. Both reactors retained about 10,000 mg · L
-1 of MLSS. Effective solid separation performance was obtained, and the effluent contained about 15% of the fed SS.
After approximately 100 days of operation from start-up, the SS reduction ratios ranged from 30 to 40%. However, the SS reduction ratios in the first half of the period were lower due to the acclimation of biomass in the reactors. COD
Mn was effectively removed at 86-88% and the COD
Mn level of the effluent was similar to, or lower than, that of raw domestic wastewater.
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