Area = Flow rate / Vs = 30 m³/h / 14.3 m/h = 2.10 m² (ideal). Add safety factor 1.5 → 3.15 m²
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: lamella clarifier design calculation pdf downloadl better
[ Re = \fracV_channel \cdot d_h\nu ]
Introduction: The Gravity of Smarter Separation Area = Flow rate / Vs = 30 m³/h / 14
Typical design HLR for lamella clarifiers ranges from (conventional clarifiers: 0.5–1.0 m³/m²·h). 50 mm for light floc
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.