The optimum operational condition of membrane bioreactor (MBR): cost estimation of aeration and sludge treatment.
A methodology to obtain the most economical operational condition of membrane bioreactor (MBR) is developed. In order to achieve the optimum design parameters of MBR with which operational costs are minimized, aeration and sludge treatment costs were estimated for various operational conditions. Generally sludge treatment cost and aeration cost were inversely proportional to each other, which means sludge treatment cost is minimized when aeration cost is maximized and vice versa. Therefore, there might exist an optimum point between the two extreme cases. However, sludge treatment cost turned out to overwhelm the aeration cost over the reasonable operational conditions. Therefore, sludge minimization was considered to be a key for the economical operation of MBR. In the case of typical municipal wastewater of which COD was 400mgL(-1), steady-state MLSS was expected to increase from 11,000 to 15,000mg/L without sludge removal when HRT was decreasing from 16 to 12h. For the range of operational conditions considered in this study, economically optimum HRT and target MLSS were turned out to be 16h and 11,000mg/L, respectively. Under this condition, aeration for the biodegradation of organic matters would be 13.3m(3) air/min when influent was 1000m(3)/day.
Yoon
Seong-Hoon
SH
Global Research Center, Nalco Company, Naperville, IL 60563-1198, USA. syoon21@lycos.co.kr
Kim
Hyung-Soo
HS
Yeom
Ik-Tae
IT
D001673:Biodegradation, Environmental; D019149:Bioreactors / Q000191:economics*; D003363:Cost Control; D003365:Costs and Cost Analysis; D008567:Membranes, Artificial; D009930:Organic Chemicals / Q000378:metabolism; D010100:Oxygen; D012722:Sewage / Q000382:microbiology*; D014865:Waste Disposal, Fluid / Q000191:economics* / Q000379:methods*; D018508:Water Purification / Q000191:economics* / Q000379:methods*
D008567:Membranes, Artificial; D009930:Organic Chemicals; D012722:Sewage; D010100:Oxygen