| Trickling filter | Wastewater is distributed over fixed media. A biofilm oxidizes biodegradable organic matter and, when sufficiently aerated, ammonia. | Rock, structured plastic modules, or high-surface-area plastic media | Biochemical oxygen demand (BOD), biodegradable dissolved organics, and ammonia with suitable design | Primarily passive or natural-draft air movement; forced ventilation may be added | Simple operation, relatively low energy demand, and good tolerance of variable hydraulic loading | Needs downstream solids separation; can produce odors or flies if poorly ventilated or overloaded | Municipal and decentralized secondary wastewater treatment |
| Moving-bed biofilm reactor (MBBR) | Suspended carriers move in an aerated tank while microorganisms grow on protected surfaces and consume pollutants. | Buoyant plastic carriers retained by screens | BOD, ammonia, and, in anoxic zones, nitrate through denitrification | Aerobic zones require continuous mixing and aeration; anoxic zones require oxygen limitation | Compact footprint, high biomass retention, and flexible capacity expansion | Requires aeration energy, carrier-retention screens, and effective downstream solids removal | Plants needing a compact upgrade or additional nitrification capacity |
| Biological aerated filter (BAF) | Water passes upward or downward through submerged granular media while air supports attached-growth treatment. | Granular mineral media, expanded clay, or engineered granular media | Suspended solids, BOD, ammonia, and sometimes nitrogen when separate aerobic and anoxic stages are provided | Controlled aeration is normally required | Combines biological treatment and filtration in a compact process | Head loss increases as solids accumulate; periodic backwashing and air supply are necessary | High-rate municipal treatment where land is limited |
| Slow sand biofilter | A biologically active surface layer, known as the schmutzdecke, works with fine sand to remove particles and microorganisms. | Fine sand supported by gravel | Turbidity, suspended particles, protozoa, bacteria, and some biodegradable organic matter | Generally relies on dissolved oxygen and does not normally need mechanical aeration | Low energy use, straightforward operation, and strong microbial removal when properly maintained | Large land requirement, slow filtration rate, and sensitivity to excessive turbidity or sudden chemical changes | Small-community drinking-water treatment after suitable pretreatment |
| Rapid sand biofilter | A granular filter removes particles while a mature biofilm can biologically oxidize ammonia and other biodegradable compounds. | Silica sand, dual-media layers, or other approved granular media | Suspended solids, turbidity, ammonia, iron, and manganese after appropriate oxidation and conditioning | Dissolved oxygen is important for nitrification; air or oxygen addition may be used upstream | Higher filtration rate and smaller footprint than slow sand filtration | Needs regular backwashing and careful control to avoid losing beneficial biomass | Drinking-water and industrial-water polishing after coagulation or oxidation |
| Submerged fixed-bed biofilter | Water flows through stationary submerged media covered by biofilm; aerobic, anoxic, or anaerobic zones can be configured. | Plastic modules, porous ceramic media, or granular media | BOD, ammonia, and nitrate when an anoxic stage with a carbon source is included | Depends on configuration; aerobic treatment requires aeration, while denitrification requires low dissolved oxygen | Stable attached biomass and effective treatment in a relatively compact tank | Media clogging and head loss can occur; backwashing or periodic cleaning may be needed | Decentralized wastewater systems and tertiary biological polishing |
| Constructed wetland biofilter | Water moves through planted gravel, sand, soil, and root zones where filtration, microbial conversion, plant uptake, and sedimentation occur. | Gravel, sand, soil, and plant-root-supported media | Suspended solids, BOD, nutrients, pathogens, and some metals depending on design | Varies by free-water, horizontal-subsurface, and vertical-flow configuration | Low mechanical complexity, ecological benefits, and relatively low energy demand | Large land area, seasonal variation, mosquito or odor risks if poorly designed, and slower response to load changes | Rural, decentralized, and nature-based wastewater treatment |
| Denitrifying biofilter | Anoxic microorganisms use nitrate as an electron acceptor and convert it primarily to nitrogen gas. | Granular media, fixed plastic media, or biologically active carbon-based media | Nitrate and oxidized nitrogen compounds | Low dissolved oxygen; an appropriate biodegradable carbon source is commonly required | Directly targets nitrate and can be added as a polishing stage | Requires careful control of carbon dosing, alkalinity, oxygen, and residual solids | Advanced wastewater treatment where nitrogen discharge limits apply |