$$A_eff = n \times (L \times W) \times \cos(\theta)$$
Try: Wastewater Engineering by Metcalf & Eddy – some editions have PDF excerpts online. lamella clarifier design calculation pdf downloadl better
cap 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 ( Target SOR for lamella clarifiers typically ranges from Plate Spacing ( Horizontal spacing is usually between mm to prevent clogging while maintaining laminar flow. Ecologix Environmental Systems 2. Design Calculation Procedure Determine Design Flow ( Calculate the average and peak flow rates (e.g., Select Target Overflow Rate: $$A_eff = n \times (L \times W) \times
from the horizontal. This angle is steep enough to allow sludge to slide down (self-cleaning) but shallow enough to maximize the horizontal projected area. Plate Spacing ( For flow between parallel plates:
Laminar flow is mandatory. For flow between parallel plates:
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