This standard provides guidelines for the design and construction of flocculator devices used in water treatment plants. It covers different types of flocculators, such as mechanical and hydraulic, and specifies key design parameters like velocity gradient (G), detention time (T), and power requirements to ensure effective floc formation.
Guidelines for flocculator devices
Quick Reference Values
Recommended Velocity Gradient (G)10 - 75 s⁻¹
Recommended Detention Time (T)10 - 30 min
Recommended GT value (Camp's Number)10,000 - 100,000
Peripheral Velocity of Paddles0.15 - 0.6 m/s
Ratio of paddle area to tank cross-section15 - 20 %
Key Formulas
G = sqrt(P / (μ * V)) — Velocity Gradient Calculation
Practical Notes
Tapered flocculation, where the velocity gradient (G) is decreased in successive compartments, is highly recommended for better floc growth and to prevent floc shear.
Ensure sufficient flexibility in the design to vary the speed of mechanical paddles, allowing operators to adjust for changes in raw water quality and flow rate.
Proper baffling and inlet/outlet design are critical for achieving the theoretical detention time and preventing short-circuiting, a common operational problem.