Applications · Environmental

STATIC MIXER FOR SLUDGE CONDITIONING & POLYMER DOSING

Dosing of cationic polyacrylamide or inorganic coagulants into digested or thickened sludge ahead of dewatering machines. Uniform distribution maximises cake dryness.

Slurry | Medium Consistency | Shear Sensitive
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2–8% Sludge Dry Solids
Key Parameter 1
Coefficient of Variation (CoV) ≤0.05
Key Parameter 2
DN50–DN400
Key Parameter 3
Cationic PAM
Key Parameter 4
Process Scheme
Thickened Sludge
Diluted Polyacrylamide (PAM) Polymer
KE/VN Mixer
Dewatering Machine
Dewatered Cake

Mixing Criteria

Coefficient of Variation (CoV) ≤0.05 at dewatering machine inlet. Sludge is non-Newtonian (yield stress): minimum pipe velocity must exceed yield stress for flow. VN open geometry preferred above 4% DS (helical elements can blind with fibre/grit). Polymer injection at low velocity to avoid shear degradation.

Typical Viscosity
Non-Newtonian: 50–5000 cP (centipoise) apparent viscosity (DS-dependent)
Reynolds Number (Re)
Re 100–10,000 (transitional in sludge flow)

Material & Special Requirements

Preferred MOC: Rubber-lined carbon steel or UHMWPE for cationic Polyacrylamide (PAM) (stainless fouling). FRP for chemical sludge. 316SS injection quill.

VN open LPD vane geometry for DS >4% sludge (helical elements blind with fibre/grit). Rubber-lined or UHMWPE interior for cationic PAM. Injection nozzle at centreline in sludge flow. Polymer shear rate (s⁻¹) must not exceed maximum specified by supplier.

Recommended Mixer
KE Series — Helical Element
Kenics-equivalent. 180° RH/LH helical elements joined at 90°. Halves striation thickness per element. Works laminar to turbulent. Best general-purpose choice.
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