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{|width="100%"|style="width:50%;"|{santable{santable_new|
sys1=[[Blackwater Treatment System with Infiltration|5]]|
sys2=[[Blackwater Treatment System with Sewerage|6]]|
|spanish_link=Filtro Anaerobico
}}
|[[Image:Anaerobic_filter.png |right|300px]]
|}
<br>----<br> [[Image:Icon_anaerobic_filter.png |right|95px80px]]
'''An Anaerobic Filter is a fixed-bed biological reactor. As wastewater flows through the filter, particles are trapped and organic matter is degraded by the biomass that is attached to the filter material.'''
Studies have shown that the HRT is the most important design parameter influencing filter performance. An HRT of 0.5 to 1.5 days is a typical and recommended. A maximum surface-loading (i.e. flow per area) rate of 2.8m/d has proven to be suitable. Suspended solids and BOD removal can be as high as 85% to 90% but is typically between 50% and 80%. Nitrogen removal is limited and normally does not exceed 15% in terms of total nitrogen (TN).
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{{procontable | pro=
- Resistant to organic and hydraulic shock loads. <br> - No electrical energy required. <br> - Can be built and repaired with locally available materials. <br> - Long service life. <br> - Moderate capital costs, moderate operating costs depending on emptying; can be lowered depending on number of users. <br> - High reduction of BOD and solids. | con=
}}
===Adequacy===
This technology is easily adaptable and
===Health Aspects/Acceptance===
Because the Anaerobic Filter unit is underground, users do not come in contact with the influent or effluent. Infectious organisms are not sufficiently removed, so the effluent should be further treated or discharged properly. The effluent, despite treatment, will still have a strong odour and care should be taken to design and locate the facility such that odours do not bother community members. To prevent the release of potentially harmful gases, the Anaerobic Filters should be vented. The desludging of the filter is hazardous and appropriate safety precautions should be taken.
===Maintenance===
Active bacteria must be added to start up the Anaerobic Filter. The active bacteria can come from sludge from a septic tank that has been sprayed onto the filter material. The flow should be gradually increased over time, and the filter should be working at maximum capacity within six to nine months. With time, the solids will clog the pores of the filter. As well, the growing bacterial mass will become too thick and will break off and clog pores. A sedimentation tank before the filter is required to prevent the majority of settleable solids from entering the unit. Some clogging increases the ability of the filter to retain solids. When the efficiency of the filter decreases, it must be cleaned. Running the system in reverse mode to dislodge accumulated biomass and particles cleans the filters. Alternatively, the filter material can be removed and cleaned.
==Acknowledgements=={{:Acknowledgements Sanitation}} =References =References and external links==
* Morel, A. and Diener, S. (2006). Greywater Management in Low and Middle-Income Countries, Review of different treatment systems for households or neighbourhoods. Swiss Federal Institute of Aquatic Science and Technology (Eawag), Dübendorf, Switzerland. (Short summary including case studies, page 28.)
* Vigneswaran, S., et al. (1986). Environmental Sanitation Reviews: Anaerobic Wastewater Treatment-Attached growth and Sludge blanket process. Environmental Sanitation Information Center, AIT Bangkok, Thailand. (Design criteria and diagrams in Chapter 2.)
===Acknowledgements===
{{:Acknowledgements Sanitation}}