Preliminary Suggestions
| Common indicators or objective signs | Most likely direct causes | What you can try first | When to add PAM | Why PAM is recommended |
|---|---|---|---|---|
| Fine slimes suspended | High ultra-fine fraction; grade mismatch | Stabilize dilution/mixing; avoid high shear after floc | When residence time cannot meet clarity targets | PAM bridges slimes into separable flocs |
| Cloudy overflow | Unstable dosing; poor dispersion; charge mismatch | Standardize make-down; optimize addition point | When recycle clarity is required for stability and water savings | Improves clarification and water recovery |
| Underflow density limited | Weak floc structure; feedwell not optimized | Review feedwell/floc energy; run jar tests with controlled dilution | When underflow density drives dewatering throughput | Supports higher density with stronger flocs |
Applicability boundary: Best for coal wash water dominated by fine slimes. If equipment capacity is the main constraint, address that first; polymer is a lever, not missing capacity.
Selection guidance for coal washing recycle water clarification
Molecular weight (MW)
Validate MW window by settling speed and overflow clarity together.
Charge density
A stable charge window reduces sensitivity to feed swings and improves repeatability.
Emulsion vs powder
Choose the form that supports consistent make-down and dosing under site constraints.
APAM/CPAM/NPAM
Optimal ionic type depends on slurry chemistry and coagulant use; confirm with jar tests in real recycle water.
Initial recommendation
Define KPI as a pair: overflow clarity and underflow density stability. Select a mining-grade PAM window by jar test with controlled dilution, then validate at the feedwell with the correct dosing point.
Contact us for a precise grade recommendation
Share the items below (ranges are acceptable). We will narrow the PAM type/form and the grade window and propose a safe starting trial plan.
- Recycle turbidity pattern: Shows whether you need a robust window for frequent swings.
- Slurry solids % and fineness: Defines bridging demand and thickener sensitivity.
- Thickener/feedwell configuration: Determines where and how to dose.
- Downstream dewatering constraint: Sets underflow targets and priorities.
- Problem repeat probability: Enables a realistic validation plan.
After you submit: recommended PAM path (type and form), 1–3 candidate grade windows, a starting-dose plan for a jar test or short trial, and dosing-point guidance.
English
Español
عربى
Français
Русский
Tiếng Việt
















