| 1. Screening and Equalization | Protect downstream equipment and balance flow and water quality. | Large solids, debris, fibers, fluctuating flow, variable pH, temperature, and contaminant concentration. | Bar screens, rotary screens, strainers, grit removal, equalization tanks, mixing, and flow control. | Screens physically retain larger particles, while an equalization basin temporarily stores and mixes wastewater to reduce hydraulic and concentration peaks. | More stable flow and loading conditions for subsequent treatment units. |
| 2. pH Adjustment and Chemical Conditioning | Create suitable chemical conditions for separation, biological treatment, or reuse. | Acidity, alkalinity, dissolved metals, emulsified oil, and unstable pH. | Acid or caustic dosing, neutralization, coagulation, flocculation, oxidation, and chemical precipitation. | Chemicals change pH, destabilize colloids, convert dissolved substances into separable forms, or promote the formation of larger flocs. | Improved solids separation and a pH range appropriate for the next process; many biological systems operate near neutral pH. |
| 3. Primary Solid-Liquid Separation | Remove suspended solids, settled material, and separated oil or grease. | Suspended solids, settleable solids, flocculated particles, free oil, and grease. | Clarifiers, sedimentation tanks, dissolved air flotation, hydrocyclones, and oil-water separators. | Gravity removes denser particles, flotation lifts low-density solids and oil, while hydrocyclones separate particles using centrifugal forces. | Lower suspended-solids and oil loading, reduced turbidity, and less risk of fouling in later units. |
| 4. Biological Treatment | Biologically degrade biodegradable organic matter and, where required, transform nitrogen compounds. | Biochemical oxygen demand, biodegradable dissolved organics, ammonia, nitrate, and some nutrients. | Activated sludge, sequencing batch reactors, moving-bed biofilm reactors, trickling filters, and anaerobic reactors. | Microorganisms use organic pollutants as food. Aerobic systems require oxygen, while anaerobic systems operate without supplied oxygen and can produce biogas. | Substantial reduction of biodegradable organic load; nitrogen removal may require separate nitrification and denitrification conditions. |
| 5. Secondary Clarification or Membrane Separation | Separate biological solids or retain fine particles and microorganisms. | Biomass, fine suspended solids, colloids, turbidity, and some microorganisms. | Secondary clarifiers, microfiltration, ultrafiltration, and membrane bioreactors. | Clarifiers use gravity to settle biological flocs. Membranes use a pressure-driven barrier to retain particles and microorganisms. | Clearer treated water with lower suspended solids; membrane systems generally provide a stronger physical barrier than conventional clarification. |
| 6. Advanced Dissolved Contaminant Removal | Remove dissolved salts, specific ions, trace organics, color, and residual nutrients. | Total dissolved solids, hardness, nitrate, phosphate, metals, dissolved organic compounds, and color. | Reverse osmosis, nanofiltration, ion exchange, activated carbon, adsorption media, and targeted precipitation. | Membranes reject contaminants by size, charge, and solubility effects. Ion exchange swaps dissolved ions, while adsorption captures compounds on a porous surface. | Water quality suitable for demanding process reuse or specialized discharge requirements, depending on the selected technology. |
| 7. Disinfection and Final Polishing | Control pathogens and improve final water quality before reuse or discharge. | Bacteria, viruses, residual organic compounds, trace color, and remaining odor-causing substances. | Ultraviolet treatment, chlorination, ozonation, advanced oxidation, final filtration, and activated carbon polishing. | Ultraviolet light damages microbial genetic material. Chemical oxidants inactivate microorganisms and can break down certain organic compounds. | Microbiologically safer water and improved appearance or odor; the selected method depends on water clarity and the intended end use. |
| 8. Sludge Treatment and Management | Reduce sludge volume, improve handling, and prepare solids for recovery or disposal. | Water-rich biological sludge, chemical precipitates, adsorbed contaminants, and concentrated solids. | Thickening, conditioning, dewatering, drying, stabilization, anaerobic digestion, and approved solids disposal or recovery. | Water is removed mechanically or by gravity. Stabilization reduces odor and biological activity, while digestion can reduce volatile solids and generate biogas. | Lower sludge volume, improved transportability, and a more controlled route for beneficial use or final disposal. |