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Source: Adapted from A.Y. Li, 1984, Anaerobic processes for industrial wastewater treatment, Short Course Series, no. 5 (Taichung, Taiwan: Department of Environmental Engineering, National Chung Hsing University). Note: *Trade name.

Source: Adapted from A.Y. Li, 1984, Anaerobic processes for industrial wastewater treatment, Short Course Series, no. 5 (Taichung, Taiwan: Department of Environmental Engineering, National Chung Hsing University). Note: *Trade name.

fiers is similar to the design of primary settling tanks. The overflow rates are 400-600 gal/ft2-day at average flow and 1000-1200 gal/ft2-day at peak flow, respectively. The overflow rate is based on the influent flow plus the recirculation flow.

Clarifier depth ranges from 10 to 15 ft. Details on the design of secondary clarifiers are presented in Section 7.29.

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