Process | Aeration Tank Organic Loading--lb.BOD5***/day per 1000 cu. ft. | F/M Ratio lb.BOD5***/day per lb.MLVSS | MLSS* mg/litter |
Conventional step aeration complete mix | 40 | 0.2-0.5 | 1000-3000 |
Contact stabilization | 50** | 0.2-0.6 | 1000-3000 |
Extended aeration 3000-5000 oxidation ditch | 15 | 0.05-0.1 | |
*MLSS values are dependent upon the surface area provided for sedimentation and the rate of sludge return as well as the aeration process. | |||
**Total aeration capacity, includes both contact and reaeration capacities. Normally the contact zone equals 30 to 35% of the total aeration capacity. | |||
***BOD5 or BOD5is the scientific method used to accurately measure dissolved oxygen consumption, by comparison of dissolved oxygen in a sample at the beginning and at the end of a five-day period. |
W. Va. Code R. agency 64, tit. 64, ser. 64-47, tbl. 64-47G