Bio augmentation, Microbial enhancement
Project Background:
1) Project: JingJiang Chemical Co., Ltd ;
2) Wastewater type: Coal Chemical wastewater;
3) Flow rate: 3,000 cum/day 4) Flow diagram: Inlet> EQ > DAF > Anaerobic tank > Aeration tank > MBR > BAF> Clarify > outlet.
5) Tank size: Anaerobic tank--4000 m3 / 4 batch (HRT 32 h) Aeration tank --972 m3/2 batch (HRT 7.8 h) MBR 429 m3 (HRT 3.4 h)
. COD & NH4-H over standard,
. Required to upgrade during limited period.
. COD Limit< 100 mg/L, NH4-H Limit< 35 mg/L
1) Seeding DENITRIFYING Bioenzyme in anaerobic tank, used for NO3 & TN reduction;
2) Seeding NITRIFYING Bioenzyme in aerobic tank, used for ammonia nitrate reduction
3) Seeding BOD REMOVE in aerobic tank & BAF tank, used for COD & BOD reduction