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Table 3

Experimental design for efficiency evaluation of filtration setup

HLRInfluent flow rateHRTMaximum loading rate (MLR)
Overhead tank refilling
(cm/day)(l/day)(day)Ammonia – N (g/m2/day)BOD5 (g/m2/day)COD (g/m2/day)FC (MPN m2/day)frequency
22.6 1.1 13.2 8*105 Once in two days 
40 226 0.5 10.3 112 168 3*109 Two times in a day 
HLRInfluent flow rateHRTMaximum loading rate (MLR)
Overhead tank refilling
(cm/day)(l/day)(day)Ammonia – N (g/m2/day)BOD5 (g/m2/day)COD (g/m2/day)FC (MPN m2/day)frequency
22.6 1.1 13.2 8*105 Once in two days 
40 226 0.5 10.3 112 168 3*109 Two times in a day 
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