How does the final clarifier for use with biological aeration illustrated in Figure 10.12 differ from the primary clarifier in Figure 10.11? Why are these differences important in gravity separation of suspended solids? (Refer to Figure 10.13, zone settling.) The proposed renovation of a wastewater treatment plant is considering construction of uctivated-sludge aeration tanks to replace existing trickling filters and keeping the existing final clarifiers in service. If you were reviewing this proposal, what would you recommend?
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