Lamella Clarifier Design Calculation Pdf Download __full__l

SOR=QAeffcap S cap O cap R equals the fraction with numerator cap Q and denominator cap A sub e f f end-sub end-fraction : Design flow rate (e.g., ). Typical Range : to for standard wastewater. 3. Detention Time (DT) The average time water remains in the system.

[ N = \fracA_totalA_proj ]