{
  "url": "https://openlegislation.uk/eu-decision-2019-2031/annex/division-14/division-14.1",
  "json_url": "https://openlegislation.uk/eu-decision-2019-2031/annex/division-14/division-14.1.json",
  "legislation": "eudn/2019/2031",
  "legislation_title": "Commission Implementing Decision (EU) 2019/2031 of 12 November 2019 establishing best available techniques (BAT) conclusions for the food, drink and milk industries, under Directive 2010/75/EU of the European Parliament and of the Council (notified under document C(2019) 7989) (Text with EEA relevance)",
  "legislation_url": "https://openlegislation.uk/eu-decision-2019-2031",
  "path": "annex/division/14/division/14.1",
  "kind": "division",
  "number": "14.1",
  "heading": "Emissions to water",
  "text": "Technique\nDescription\nActivated sludge process\nA biological process in which the microorganisms are maintained in suspension in the waste water and the whole mixture is mechanically aerated. The activated sludge mixture is sent to a separation facility from where the sludge is recycled to the aeration tank.\nAerobic lagoon\nShallow earthen basins for the biological treatment of waste water, the content of which is periodically mixed to allow oxygen to enter the liquid through atmospheric diffusion.\nAnaerobic contact process\nAn anaerobic process in which waste water is mixed with recycled sludge and then digested in a sealed reactor. The water/sludge mixture is separated externally.\nPrecipitation\nThe conversion of dissolved pollutants into insoluble compounds by adding chemical precipitants. The solid precipitates formed are subsequently separated by sedimentation, air flotation, or filtration. Multivalent metal ions (e.g. calcium, aluminium, iron) are used for phosphorus precipitation.\nCoagulation and flocculation\nCoagulation and flocculation are used to separate suspended solids from waste water and are often carried out in successive steps. Coagulation is carried out by adding coagulants with charges opposite to those of the suspended solids. Flocculation is carried out by adding polymers, so that collisions of microfloc particles cause them to bond to produce larger flocs.\nEqualisation\nBalancing of flows and pollutant loads by using tanks or other management techniques.\nEnhanced biological phosphorus removal\nA combination of aerobic and anaerobic treatment to selectively enrich polyphosphate-accumulating microorganisms in the bacterial community within the activated sludge. These microorganisms take up more phosphorus than is required for normal growth.\nFiltration\nThe separation of solids from waste water by passing it through a porous medium, e.g. sand filtration, microfiltration and ultrafiltration.\nFlotation\nThe separation of solid or liquid particles from waste water by attaching them to fine gas bubbles, usually air. The buoyant particles accumulate at the water surface and are collected with skimmers.\nMembrane bioreactor\nA combination of activated sludge treatment and membrane filtration. Two variants are used: a) an external recirculation loop between the activated sludge tank and the membrane module; and b) immersion of the membrane module in the aerated activated sludge tank, where the effluent is filtered through a hollow fibre membrane, with the biomass remaining in the tank.\nNeutralisation\nThe adjustment of the pH of waste water to a neutral level (approximately 7) by the addition of chemicals. Sodium hydroxide (NaOH) or calcium hydroxide (Ca(OH)2) is generally used to increase the pH, whereas sulphuric acid (H2SO4), hydrochloric acid (HCl) or carbon dioxide (CO2) is generally used to decrease the pH. The precipitation of some substances may occur during neutralisation.\nNitrification and/or denitrification\nA two-step process that is typically incorporated into biological waste water treatment plants. The first step is the aerobic nitrification where microorganisms oxidise ammonium (NH4 +) to the intermediate nitrite (NO2 -), which is then further oxidised to nitrate (NO3 -). In the subsequent anoxic denitrification step, microorganisms chemically reduce nitrate to nitrogen gas.\nPartial nitritation — Anaerobic ammonium oxidation\nA biological process that converts ammonium and nitrite into nitrogen gas under anaerobic conditions. In waste water treatment, anaerobic ammonium oxidation is preceded by a partial nitrification (i.e. nitritation) that converts about half of the ammonium (NH4 +) into nitrite (NO2 -).\nPhosphorus recovery as struvite\nPhosphorus is recovered by precipitation in the form of struvite (magnesium ammonium phosphate).\nSedimentation\nThe separation of suspended particles by gravitational settling.\nUpflow anaerobic sludge blanket (UASB) process\nAn anaerobic process in which waste water is introduced at the bottom of the reactor from where it flows upward through a sludge blanket composed of biologically formed granules or particles. The waste water phase passes into a settling chamber where the solid content is separated; the gases are collected in domes at the top of the reactor.",
  "extent": "E+W+S+N.I.",
  "status": null,
  "version": "current",
  "annotations": [],
  "outstanding_effects": [],
  "provenance": {
    "source": "legislation.gov.uk",
    "source_url": "https://www.legislation.gov.uk/eudn/2019/2031/annex/division/14/division/14.1",
    "retrieved_at": "2026-11-01T15:12:29.565207+00:00"
  },
  "licence": "Open Government Licence v3.0",
  "licence_url": "https://www.nationalarchives.gov.uk/doc/open-government-licence/version/3/",
  "attribution": "Contains public sector information licensed under the Open Government Licence v3.0. Source: legislation.gov.uk, The National Archives."
}