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Emission intensity of domestic sector in Europe


Assessment versions

Published (reviewed and quality assured)

Justification for indicator selection

In order to restore receiving waters, both points and diffuse sources need to be further reduced.  Reducing pollutant discharges from municipal and industrial WWTPs remains central element of decoupling pressures on aquatic environment and human activity (urban development). This is particularly true for nitrogen and phosphorus, causing. The eutrophication of freshwater and marine ecosystems. Results from large inland and marine catchments show that municipal wastewater constitutes about 75 % of the point source discharges of both nitrogen and phosphorus . Due to the Implementation of the Urban Waste Water Treatment Directive (UWWTD) the majority of wastewater plants in northern and central Europe now apply tertiary treatment. Elsewhere in the EU, particularly in the south-east, the proportion of primary and secondary treatment is higher. While considerable progress has been made in implementing the UWWTD, full compliance is yet to be achieved, especially in the new Member States.

Consequences of economic activities with regard to water quality and quantity have been analysed under the WFD in the River Basin Management Plans. Research on the link between water status (quality and quantity), relevant pressures and their economic driving forces provides an important basis for the decision making and prioritization of measures with regard to achieving the objectives of the WFD. Moreover, it can help to indicate whether the particular driver is decoupled from its environmental impact. Easily understandable indicators will be necessary to provide signals and measure progress in improving resource efficiency .

The emission of nutrients from waste water treatment plants provides an indication of potential water pollution. Human activity-the driver- is in this indicator represented by population size.  

Scientific references:

  • No rationale references available

Indicator definition

The indicator is used to illustrate emission intensity of domestic sector (household + services) expressed as amount of discharged pollutant from waste water treatment/or discharged without treatment  per inhabitant per year . Furthermore, indicator shows decoupling of emission of nutrients (nitrogen and phosphorus) and the population growth across Europe.

The values of change (increase/or decrease) of discharged load between 1990 and 2009 (expressed in percentages, where values in 1990 = 100 %) are plotted against the values of change of population growth.

Absolute decoupling occurs when the environmentally relevant variable is stable or decreasing while the  driving force is growing. Relative decoupling occurs when the growth rate of the emission is positive, but less than the population growth rate.


Emission intensity is expressed in kilograms of pollutant per inhabitant per year.  Changes in pollutant emissions from household   between 1990-2009 are expressed in %, where the values recorded in 1990 represent 100%. Changes in population 1990-2009 are expressed in %, where the values recorded in 1990 represent 100%.

Policy context and targets

Context description

In March 2010, the European Commission issued the European Strategy for smart, sustainable and inclusive growth ‘Europe 2020 strategy’. It highlights – among others - the need of a more resource efficient economy. The “Flagship initiative” under the Europe 2020 strategy, called “A resource efficient Europe” , establishes resource efficiency as the guiding principle for EU policies on energy, transport, climate change, industry, commodities, agriculture, fisheries, biodiversity and regional development.   The Roadmap to a Resource Efficient Europe  defines medium- and long-term objectives to achieve efficient resource use in the region. Decoupling, in the sense of breaking the linkage between economic growth  and resource use, is a central concept of the strategy for making Europe resource efficient. The 2050 vision and objectives by 2020 are to be addressed in the sector initiatives that shall contribute to the resource-efficient Europe Flagship Initiative (among others e.g. the 7th EU Environmental action programme or the revision of the Common Agriculture Policy, Water Framework Directive and Groundwater Directive).


The Urban Waste Water Treatment Directive (UWWTD; 91/271/EEC) aims to protect the environment from the adverse effects of urban wastewater discharges. It prescribes the level of treatment required before discharge and has to be fully implemented in the EU-15 countries by 2005 and in the ten new Member States by 2008 - 2015. The directive requires Member States to provide all agglomerations of more than 2 000 population equivalent (p.e.) with collecting systems and all wastewaters collected to be provided with appropriate treatment by 2005. Secondary treatment (i.e. biological treatment) must be provided for all agglomerations of more than 2 000 p.e. that discharge into fresh waters, while more advanced treatment (tertiary treatment) is required for discharges into sensitive areas.

The achievements through the UWWTD have to be seen as an integrated part of objectives under the Water Framework Directive (WFD) which aim at a good ecological and chemical status for all waters by 2015. That means that more stringent emission targets may be set  in case it is needed for achieving the good status.

EU wide targets related to nutrient emission intensity of domestic sectors , or decoupling of nutrient emission from population growth  have not been set.

Related policy documents

  • COM(2011) 571 Roadmap to a Resource Efficient Europe
    COM(2011) 571  Roadmap to a Resource Efficient Europe ( )
  • European Waters – Assessment of Status and Presures
    This report's results present good and robust European overviews of the data reported by the first RBMPs, and of the ecological status and pressures affecting Europe's waters. Europe's waters are affected by several pressures, including water pollution, water scarcity and floods. Major modifications to water bodies also affect morphology and water flow. To maintain and improve the essential functions of our water ecosystems, we need to manage them well.
  • Urban Waste Water Treatment Directive
    Council Directive 91/271/EEC of 21 May 1991 concerning urban waste-water treatment The Urban Waste Water Treatment Directive (UWWTD) aims to protect the environment from the adverse effects of urban wastewater discharges.

Key policy question

Is nutrient emission in water from domestic sector decoupling from population growth?

Specific policy question

Is nutrient emission intensity of domestic sector decreasing?


Methodology for indicator calculation

For overall emission load the following formula was used:

Ntotdischarged= Ntot(coll.system)+Ntot(without treatment)+ Ntot(IAS)+Ntot (primary)+ Ntot(secondary)+ Ntot(tertiary)


Where  Ntotdischarged  is a total annual nitrogen load discharged from collecting systems or wastewater treatment plants [kg/y]


Ntot(coll.system) is a total annual nitrogen load discharged from collecting systems without treatment [kg/y]


Ntot (primary) is a total annual nitrogen load discharged from  wastewater treatment plants with primary treatment [kg/y]


Ntot(secondary) is a total annual nitrogen load discharged from  wastewater treatment plants with secondary treatment [kg/y]


Ntot(tertiary) is a total annual nitrogen load discharged from  wastewater treatment plants with tertiary treatment (N, P removal)  [kg/y]


For calculation of the Ntot(coll.system) and Ntot(without treatment) the population equivalent for nitrogen a phosphorus was used. For calculation of the Ntot(IAS), removal efficiencies corresponding to the primary treatment were applied.



Two approaches were  used to calculate nutrients discharged loads (Ntotdischarged and Ptotdischarged) of domestic sector:

  • „Default” approach based on the basis of the per cent values of the population connected to different types of waste water treatment (Based on Eurostat Water Statistics) , and the default values of nutrient population equivalent (p.e.) and removal efficiency per type of treatment (primary, secondary, and tertiary).

p.e. for Nitrogen= 12 g/d

p.e. for Phosphorus=2,5 g/d

Removal efficiency :

Nitrogen (primary)=0,15

Nitrogen (secondary)=0,35

Nitrogen (tertiary)=0,70

Phosphorus (primary)=0,10

Phosphorus (secondary)=0,20

Phosphorus (tertiary)=0,80

  • A second approach was used to illustrate the actual emissions from urban treatment plants based on data reported voluntarily by 13 MS (BE, CY, CZ, DE, DK, EE, ES, IT, LT, LU, LV, NO,  SI) under the UWWTD (2011 data request). Complete datasets on emission load discharged from treatment plants (size ≥2000 p.e) were available for AT, NL, CZ, DE, DK, LT, LU and SI.

For these 8 countries the total discharged load was calculated according to the following formula:

Ntotdischarged= Ntot(WWTPs) + Ntot(coll.system)+Ntot(without treatment)+ Ntot(IAS)

Where Ntot(WWTPs) corresponds to the sum of discharged loads reported under the UWWTD for individual treatment plants normalized by overall entering load in p.e. (to make adjustment for industrial share in the load entering into urban waste water treatment plants) and finally multiplied by total population connected to UWWTPs. 

Calculation of Ntot(coll.system), Ntot(without treatment) and  Ntot(IAS) is explained above.


For remaining  five  Member States, the gap analysis was done. Where gaps (missing data on discharged load) did not exceed 30% of total entering load (EE, NO),  a data gap filling was done, with  emission load values calculated  (for each type of treatment) from the formulas specified below . The formulas  were derived from the 13  MS emission load  dataset (for UWWTPs > 2000 p.e.) .

The formulas used for calculation of the Ntot  and Ptot (primary), Ntot and Ptot (secondary) , Ntot  and Ptot  (tertiary) express  annual nutrient load discharged as a function of the reported entering load into the treatment plant,  (L) [p.e].

 The units for below emission factors are kg/y  per p.e. entering load and the emissions include the porportions from household, services as well as industry connected.


Ntot(primary)= 0,004*L


Ntot(tertiary)=0,0014*L, for tertiary treatment with N removal

Ntot(tertiary)=0,0009*L+9,43318, for tertiary treatment  with P removal

Ntot(tertiary)=0,0008*L , for tertiary treatment  with N and P removal


Similar approach was applied to the calculation of the total phosphorus discharged load.

Ptot (primary)= 0,00009*L


Ptot(tertiary)= 0,0001*L+1,1658, for tertiary treatment with N removal

Ptot(tertiary)=0,0001*L, for tertiary treatment  with P removal

Ptot(tertiary)=0,00005*L+0,4182, for tertiary treatment  with N and P removal


Methodology for gap filling

See the alternative approach (above) based on formulas derived from available emission load data in the UWWTD Waterbase .


Methodology references

No methodology references available.

Data specifications

EEA data references

External data references

Data sources in latest figures


Methodology uncertainty

  • Nutrient population equivalent may vary among the European states and over the time period. This is not included in the pollution load generation based on the Eurostat data  Nutrient removal efficiency is more likely higher in some countries  than the default values used for the calculation and may also have developed over the time period for the same treatment types.
  • Use of actual emissions reported under the UWWTD would be more suitable for the indicator (as documented by additional assessment) , However; the load data reported under the UWWTD is not available for all Member States, nor in required temporal coverage (i.e. for 1990 ies).  (Dataset incomplete).
  • Effluents from the UWWTPs may also include different shares of loads attributed to services and industries, which affect emission intensity values. This impact on the indicator could be further reduced if the industrial load proportion for the relevant parameters could be excluded before normalizing per inhabitant connected to the UWWTP.

Data sets uncertainty

  • Older version of Eurostat JQ was used for the assessment (Population connected to wastewater collection and treatment systems [env_watq4] version June 26, 2013), as it included data covering the period from 1990is to 2010is.   Dataset on population connected to waste water collection and treatment systems currently available in Eurostat  contains data covering period from 2000ies. The indicator will be updated once the dataset in Eurostat covers the entire period analysed.
  • Based on comparative analysis between data reported under SoE Emissions (, ) for 7 whole countries (EE,LT, LV, NL, RO,SE and SI) and emissions reported under the UWWTD, differences were typically 20-25%, however, major inconsistencies for P-emissions were observed for NL and SI.


Rationale uncertainty

No uncertainty has been specified

Further work

Short term work

Work specified here requires to be completed within 1 year from now.

Work description

Short-term work: Indicator specification should be amended on the basis of country review. Encourage complete reporting of the emission load data under the UWWTD. Variability of the emission factors across Europe should be investigated . Inconsistencies with SoE emissions data as well as potentials for using this dataflow as a source should be investigated within Eionet.

Resource needs

No resource needs have been specified


Not started


2013/12/15 01:00:00 GMT+1

Work description

Long-term work: Decomposing the indicator to illustrate the effect of key factors influencing the emission intensity of domestic sector.

Resource needs

No resource needs have been specified


Not started


2014/12/15 00:00:00 GMT+1

Long term work

Work specified here will require more than 1 year (from now) to be completed.

General metadata

Responsibility and ownership

EEA Contact Info

Bo Jacobsen


European Environment Agency (EEA)


Indicator code
WREI 002
Version id: 1
Primary theme: Water Water


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Frequency of updates

Updates are scheduled every 2 years in July-September (Q3)


DPSIR: Pressure
Typology: Efficiency indicator (Type C - Are we improving?)

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