Abstract:Microaerophilic sludge digestion is better suited to excess MBR sludge digestion because the long SRTs already in place during operation of MBRs. A comparison of the design parameters of aerobic and micro-aerophilic sludge digestion of MBRs is presented. When using option 4 of 503 rule for reduction of vector attraction, SOUR less than 1.5 mg O2 / g TS d, the criteria is met consistently within two days of digestion for all conditions tested in this project. For initial SOUR rates of 3 mg O2/g TS h the require… Show more
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