Lamella Clarifier: Design Calculation Pdf Downloadl Better

[ V_s = \fracg (d_p)^2 (\rho_p - \rho_w)18 \mu ]

Use design Vs = 1.5 m/h. A_proj needed = 30 / 1.5 = 20 m². Plates: 20 m² per plate? No – total. With 1.23 m²/plate, need 20/1.23 ≈ 17 plates. Much more realistic. lamella clarifier design calculation pdf downloadl better

A lookup table for spacing based on sludge type (e.g., 50 mm for light floc, 75 mm for heavy grit). 2.5. Reynolds Number (Re) per Channel Laminar flow is mandatory. For flow between parallel plates: [ V_s = \fracg (d_p)^2 (\rho_p - \rho_w)18

[ N_plates = \frac\textWidth of clarifier tank\textPlate spacing + \textplate thickness ] 50 mm for light floc