Question: A circular secondary clarifier type (III) processes a total wastewater flow (Q+Qt=Q0) at 7570 m3 day at an influent concentration (Co) of 2800mgL. Given the

A circular secondary clarifier type (III) processes a total wastewater flow (Q+Qt=Q0) at 7570 m3 day at an influent concentration (Co) of 2800mgL. Given the following batch settling column analysis and a limiting solids flux of (Gi)7.0kg/(m2hh), determine the following: a) Plot solids flux curve and determine under flow conceritration (C0) in mg/L. b) Area required for thickening (Ath) and area required for clarification ( A cin). Which area is controlling? c) Diameter (D) of the secondary clarifier in (m). d) Clarifier overflow rate VOR=Q (A in (m/hr)
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