Guide 029 Water Treatment Dewatering

Polymer Flocculant Selection by Sludge Type

Charge, molecular weight, and mixing energy.

water sludge dewatering polymers

How to use this guide

This guide helps B2B teams align procurement, EHS, and operations on a polymer program that actually performs. You’ll get a selection framework (sludge type → polymer charge/molecular weight), a simple bench test protocol, and procurement-ready acceptance checks (COA/SDS + logistics). If you share your sludge source, dewatering equipment, and a few baseline measurements, we can propose a short trial list and a step-by-step test plan.

Where polymer flocculants fit

Polymers are used to aggregate fine particles into larger, drainable flocs. They typically support one or more goals:

  • Better cake solids: higher %DS on belt press/centrifuge/filter press.
  • Cleaner centrate/filtrate: lower TSS and reduced polymer carryover.
  • Lower polymer consumption: stable performance across feed changes.
  • Improved throughput: faster drainage and fewer upsets.
  • Reduced housekeeping issues: less slimy slip hazard and less “stringy” polymer in drains.

The three dials that matter

Most selection decisions boil down to three interacting “dials”. Get these close, then fine-tune dose and addition.

  • Charge type & charge density: cationic/anionic/nonionic and how strongly it neutralizes the sludge surface charge.
  • Molecular weight (MW): higher MW typically increases bridging/floc size, but can shear apart more easily.
  • Mixing energy & contact time: enough mixing to contact particles, not so much that flocs are shredded.

Rule of thumb

If flocs form but break apart easily → mixing/shear is too high or polymer MW is too high for the equipment. If flocs never form and water stays cloudy → charge selection/density is off, polymer isn’t activated, or dose is too low.

Start-point selection by sludge type

These are practical starting points, not guarantees. Always confirm by bench testing (jar tests / drainage tests) under your plant conditions.

Sludge / solids source Typical “first try” polymer Why it often works Common adjustments
Municipal WAS
waste activated sludge
Cationic, medium–high charge, medium–high MW Biological solids typically respond to cationic charge neutralization + bridging Increase charge if centrate is cloudy; reduce MW if flocs shear in centrifuge
Primary sludge Cationic, low–medium charge, medium MW More “mineral/heavier” solids often need less charge than WAS Increase MW for drainage; adjust charge for clarity/cake cohesion
Digested sludge
anaerobic
Cationic, medium charge, medium MW Often needs balance: too much charge can cause slimy flocs and poor drainage Optimize dilution/activation; tune charge downward if filtrate is clear but cake is wet
DAF float
food/F&B, oily
Cationic medium–high charge; sometimes dual program (coagulant + polymer) Fats/proteins can require stronger charge and better emulsified contact Consider coagulant upstream; avoid overmixing which re-emulsifies oils
Industrial inorganic
mining, ceramics
Anionic medium charge, high MW (often), or nonionic high MW Mineral solids often respond to bridging; surface charge can be negative Increase anionic charge for faster settling; consider pH effects on zeta potential
Paper/pulp Case dependent: cationic (biological/fiber fines) or anionic (clarification) Fiber, fines, fillers, and chemistry vary widely Define objective (clarity vs dewatering). Test multiple charge densities

Equipment reality: match polymer to shear environment

Dewatering units differ in shear intensity and mixing style. A polymer that shines on a belt press can fail on a centrifuge if flocs are fragile.

Equipment What it “likes” What typically breaks performance Practical guidance
Centrifuge Fast kinetics, robust flocs Overmixing/polymer overdosing → slippery, gel-like solids; floc shear Often use lower MW than belt press; optimize dilution and injection point
Belt press Large, drainable flocs; strong drainage Under-activated polymer; insufficient contact time Higher MW can help drainage; ensure proper flocculation zone mixing
Filter press Good cake release; low filtrate TSS Polymer carryover; blinding due to poor floc structure Target clear filtrate + firm cake; avoid overdosing which can blind cloths
DAF / clarification Microfloc that attaches to bubbles; stable float Wrong charge + wrong mixing → “snow” or no float Often coagulant + polymer; control mixing to avoid floc breakup

Powder vs emulsion: choose by operations, not price alone

  • Powders: often economical on active basis; require make-down unit, proper aging time, humidity control, and dust management.
  • Emulsions: easier/cleaner handling and faster “ready” solution when properly inverted; protect from freezing/overheating; equipment must invert consistently.
  • Dispersion/solution grades: can simplify handling but vary by supplier; confirm active content and compatibility.

Make-down & activation: where many programs fail

Polymer performance depends on activation (full dissolution/inversion). Poor make-down can look like “bad polymer” even when the chemistry is correct.

Powder polymer make-down (typical best practice)

  • Make-down concentration: commonly 0.1–0.5% (1–5 g/L) depending on equipment and grade.
  • Wetting & addition: add powder slowly into a vortex (or wetting cone) to avoid fisheyes/lumps.
  • Aging time: allow time for hydration (often 30–90 minutes) before use; don’t “rush” it.
  • Mixing: sufficient to dissolve, but avoid high shear that can reduce effective MW.
  • Make-down water quality: very hard water or high iron can reduce performance; confirm with a controlled test.

Emulsion polymer inversion (typical best practice)

  • Inversion energy: needs a consistent in-line mixer/eductor to form a uniform solution.
  • Dilution: follow supplier target (often similar use-strength solutions), then downstream dilution as needed.
  • Stability: protect emulsion from freezing and extreme heat; check shelf life and storage temperature limits.

Quick diagnostic

If the solution looks “stringy”, has gels, or fish-eyes: your make-down is incomplete (wetting/inversion issue). Fix activation first before changing polymer grade.

Bench testing: a simple, repeatable protocol

You don’t need a complex lab to screen polymers. What you need is consistency: same sludge sample, same mixing, same timing, clear scoring.

  1. Define the target: higher cake %DS, clearer filtrate/centrate, faster drainage, or higher throughput.
  2. Prepare polymer solutions correctly: use fresh, fully activated solutions at consistent concentration.
  3. Run a dose ladder: e.g., 4–8 doses spanning low to high (your supplier can suggest a starting range).
  4. Mix consistently: short rapid mix for dispersion, then gentle mix for floc growth. Avoid shredding the flocs.
  5. Score results: floc size/strength, supernatant clarity, drainage time, and stickiness/slip risk.
  6. Confirm on equipment: top 1–3 candidates go to a controlled plant trial.

Optional performance screens: drainage time through a filter cloth, capillary suction time (CST), or simple settling/clarity measurements. Use what matches your plant objective.

Dose metrics & simple calculations

Polymer programs are reported in different ways. Align on one metric internally so procurement and operations compare apples-to-apples.

  • mg/L (ppm) as active polymer on the sludge flow.
  • kg polymer / tonne dry solids (kg/t DS) for dewatering-focused sites.
  • As-received vs active basis: emulsions and solutions vary in active content; compare on active when possible.

Example (quick DS-based estimate)

If sludge flow is 50 m³/h at 2.0% DS, dry solids ≈ 50,000 L/h × 1 kg/L × 0.020 = 1,000 kg DS/h (approx.). A target of 6 kg/t DS would be ~6 kg active polymer per hour (before adjusting for product active content).

Always confirm with plant trials: sludge density, DS measurement method, and polymer actives all matter.

Specification & acceptance checks (procurement-ready)

Ask for data you can verify on receipt — and that actually correlates to performance and handling.

  • Identity: polymer type (cationic/anionic/nonionic), ionic charge range, product form (powder/emulsion), manufacturer, batch/lot traceability.
  • Quality (COA): active content (or solids), viscosity (for emulsions/solutions), moisture (powders), bulk density (powders), pH (solutions), appearance.
  • Performance notes: recommended make-down concentration, aging/inversion requirements, and compatible dilution water conditions.
  • Packaging: bags with moisture barrier (powders), drums/IBC (emulsions), closures/seals, labeling, UN markings if applicable.
  • Safety: current SDS, spill response (slip hazard), dust handling (powders), PPE guidance.
  • Logistics: shelf life, storage temperature range, lead time, Incoterms, and transport constraints (freeze protection).

Handling & storage (practical EHS points)

  • Slip hazard: polymer spills are extremely slippery. Keep spill kits and immediate wash-down protocols.
  • Powder dust: minimize dusting; use local ventilation and appropriate respiratory protection per SDS.
  • Emulsion freezing: protect from freezing; once destabilized, performance can drop sharply.
  • Segregation: store away from incompatible chemicals as directed by SDS and site rules.
  • Secondary containment: recommended for liquid storage; ensure clear labeling at the point of use.

Troubleshooting signals (what to check first)

Cloudy centrate/filtrate (high TSS)

  • Likely causes: wrong charge density, underdosing, poor activation, injection point/mixing issue.
  • First checks: polymer solution quality (no gels), dose ladder confirmation, adjust charge upward/downward, verify dilution/inversion equipment.

Sticky, slimy cake / slippery floors / polymer “strings”

  • Likely causes: overdosing, too high charge for the sludge, inadequate mixing distribution, too concentrated polymer addition.
  • First checks: reduce dose, increase dilution, move injection point for better distribution, re-test with lower charge density option.

Poor drainage / wet cake

  • Likely causes: flocs too small/fragile, wrong MW, shear too high, equipment constraints (cloth condition, belt speed, centrifuge settings).
  • First checks: test higher MW (if shear allows), optimize gentle mixing phase, inspect mechanical settings and conditioning zones.

Performance drift through the day

  • Likely causes: sludge DS swings, upstream chemistry changes (coagulant, pH), make-down concentration inconsistency, aging time variability.
  • First checks: lock down make-down recipe and aging time, track DS/pH/conductivity, standardize sampling and test timing.

RFQ notes (what to include for an accurate offer)

  • Sludge type: WAS/primary/digested/DAF float/industrial mineral; include upstream process notes.
  • Baseline data: sludge %DS, pH, conductivity (or salinity), temperature, and typical variability range.
  • Equipment: belt press/centrifuge/filter press/DAF; throughput, conditioning zone details, and available injection points.
  • Current program: current polymer grade (if known), dose, issues observed, and what “good” looks like at your site.
  • Performance targets: cake %DS, filtrate/centrate clarity, polymer consumption ceiling, throughput requirements.
  • Operations constraints: powder vs emulsion preference, make-down equipment availability, storage conditions (freeze risk), housekeeping rules.
  • Supply: monthly volume, packaging (bags/drums/IBC), destination country/city, required documents (COA/SDS), Incoterms.

Want a short trial list (1–3 candidates)?

Send your sludge type, %DS, pH/conductivity, and dewatering equipment. We’ll propose a shortlist with make-down instructions, a bench test dose ladder, and procurement-ready specs (SDS/COA expectations + packaging).


Educational content only. Always follow site EHS rules and the supplier SDS for safe use. Performance depends on sludge variability, equipment, and polymer activation; validate via controlled trials.