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Calculating Critical Loads
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Critical loads are generally defined as: “a quantitative
estimate of exposure to one or more pollutants below which
significant harmful effects on specified sensitive elements of the
environment do not occur according to present knowledge” (Nilsson & Grennfelt, 1988).
The methods for calculating critical loads are based on
internationally agreed approaches and have been adapted to make use
of the national data sets that are available for producing our maps.
A major update to the methods used in the UK to calculate and map
critical loads was carried out in 2003 with further minor updates in
2004. Critical loads data and maps are available nationally on a
1km2 grid for Biodiversity Action Plan (BAP) Broad Habitats that are
sensitive to acidification and eutrophication and for which
sufficient data exist to map their distribution nationally. The
methods for calculating critical loads and exceedances are outlined
below; further details on the methods, including equations and maps,
can be found in the “UK Status Reports” (Hall et al, 2003a, 2004a)
found under the “Reports” page of the web site.
Critical Loads of Acidity
Two methods are used for calculating acidity critical loads for
terrestrial habitats in the UK: an empirical approach is applied to
non-woodland habitats and the simple mass balance (SMB) equation is
applied to both managed and unmanaged woodland habitats. For
freshwater ecosystems, national critical load maps are currently
based on the First-order Acidity Balance (FAB) model. All of these
methods provide critical loads for systems at steady-state; each is
described briefly below.
Empirical critical loads of acidity for soils
Mineral weathering in soils provides the main long-term sink for
deposited acidity. Using this principle, critical loads of acidity
can be based on the amount of acid deposition which could be
buffered by the annual production of base cations from mineral
weathering (Nilsson & Grennfelt, 1988).
In the UK, empirical critical loads of acidity for soils have
been assigned to each 1km grid square of the country based upon the
mineralogy and chemistry of the dominant soil series present in the
grid square (Hornung et al., 1995). The data are mapped in five
classes representing ranges of critical load values, with low
critical loads for soils dominated by minerals such as quartz and
high critical loads for soils containing free carbonates. Where a
single critical load value is required, for example, when
calculating the excess deposition above the critical load (ie, the
exceedance), the mid-range values are applied, with the exception of
those with the highest critical load, where the value at the top of
the range is used (Hall et al., 2003a). However, this
classification, based on weathering rates and mineralogy, is
inappropriate for peat soils, which contain little mineral material.
Instead, for peat soils, acidity critical loads are based on the
concept of effective rain pH ie, total acidifying pollutant load
divided by runoff. This method sets the critical load to the amount
of acid deposition that would give rise to an effective rain pH of
4.4, which reflects the buffering effects of organic acids upon peat
drainage water pH (Calver, 2003; Calver et al, 2004). This method is
analogous to applying the Simple Mass Balance equation (see below)
using critical pH as the chemical criterion, but with the leaching
of aluminium and base cation weathering set to zero. This method is
suitable for upland and lowland acid peat soils, but not for
lowland/arable fen peats, which are less sensitive to acidification
and hence require a higher critical load value to be set (currently
set to 4.0 keq ha-1 year-1).
Together, these methods provide a 1km map of acidity critical
loads for soils across the UK. These critical loads are assigned to,
and mapped, for the following non-woodland terrestrial broad
habitats: acid grassland, calcareous grassland, dwarf shrub heath,
bog and montane (Hall et al, 2003a, 2004a).
The application of these methods in the UK represent a
precautionary approach, setting the critical loads for soils to
prevent any further change in soil chemistry as a result of
deposited acidity (Hornung et al., 1997).
The simple mass balance (SMB) equation for calculating acidity
critical loads for woodland ecosystems
The SMB equation is the most commonly used model in Europe for the
calculation of acidity critical loads for woodland ecosystems. This
model is based on balancing the acidic inputs to and outputs from a
system, to derive a critical load that ensures a critical chemical
limit (related to effects on the ecosystem) is not exceeded (Sverdrup
et al., 1990, Sverdrup & De Vries, 1994). The equation has been
derived from a charge balance of ions in leaching fluxes from the
soil compartment, combined with mass balance equations for the
inputs, sinks, sources and outputs of sulphur and nitrogen (Posch et
al., 1995).
In the UK we apply SMB equations to managed and unmanaged
coniferous and broadleaved woodland habitats. The application of the
SMB equation to non-woodland systems needs further development and
testing because of uncertainties in the applicability of the
critical chemical criteria to other ecosystems.
The SMB equation is parameterised according to the soil and
woodland types. Critical chemical criteria and critical limits are
selected to protect the receptor from the adverse effects of
acidification. A critical molar ratio of calcium to aluminium of one
in soil solution is a common criterion applied in the SMB to protect
the fine roots of trees. This criterion is applied in the UK to both
coniferous and broadleaved woodland on mineral or organo-mineral
soils (ie, mineral soils with a peaty top). For woodlands on peat
soils the methods described above for application to peat soils are
used, with a critical pH of 4.4 for upland and lowland acid peat
soils. The methods used also take into account the base cation
inputs from the addition of phosphate and potassium fertilisers to
managed woodlands. The parameterisation for the different
woodland/soil types and the equations currently being used are given
in Hall et al. (2004a).
Acidity critical loads for freshwater ecosystems
The acidity critical loads for UK freshwaters are based on data from
a national survey of lakes or headwater streams, where a single
site, judged to be the most sensitive (in terms of acidification)
was sampled in each 10km grid square of the country. In less
sensitive regions (eg, south-east England) the sampling generally
consisted of one site in each 20km grid square. In 2004 this
“mapping dataset” was updated to include sites from other surveys
and networks, where appropriate data were available. To date the
models have been applied to 1595 sites in Great Britain and 127 in
Northern Ireland. Hence the freshwater critical load maps do not
represent all waters in the UK and the results are mapped by site
location.
The First-order Acidity Balance (FAB) model
FAB is a catchment-based model used to derive linked critical loads
of sulphur and nitrogen. The model was re-formulated in 2001 (Henriksen
& Posch, 2001; UBA 2004) to take account of direct deposition to the
lake surface, whereas the previous version (Posch et al., 1997)
assumed that all deposited nitrogen had first to pass through the
terrestrial catchment before reaching surface waters.
The FAB model employs a simple charge balance for nitrogen and
sulphur, along with the base cation leaching rate derived from the
Steady-State Water Chemistry model (Henriksen et al, 1992; Henriksen
et al, 1997). The charge balance equates the deposition inputs of
acid anions with the sum of processes which control their long term
storage (eg, in-lake retention of sulphur and nitrogen), removal (eg,
net growth uptake of nitrogen by forest vegetation, long-term
immobilisation of nitrogen and nitrogen lost through denitrification
in catchment soils) and leaching exports (eg, catchment runoff). In
the 2004 update the value of the critical chemical threshold of acid
neutralising capacity was changed from zero to 20eql-1 for all
sites, except for naturally acidic sites where a value of ANC
0eql-1 has been retained. The equations currently being used in the
model are given in Hall et al. (2004a).
Critical Loads for Nutrient Nitrogen
Enhanced nitrogen deposition to terrestrial and freshwater
ecosystems can lead to acidification or eutrophication. The latter
can have major impacts on plant communities leading to changes in
species composition and the sensitivity of vegetation to
environmental stresses, such as drought, frost or insect predation (Hornung
et al., 1997). Therefore methods have been developed to set critical
loads to protect against these adverse effects. Two approaches are
currently in use: empirical and mass balance, and these are
described briefly below.
Empirical critical load for nutrient nitrogen
Empirical nutrient nitrogen critical loads have been set for
different ecosystem types. They are based on observed changes in the
structure or function of ecosystems as reported in the refereed
literature from the results of experimental or field studies, or in
a few cases dynamic ecosystem modelling.
Ranges of critical load values are given for each ecosystem type
to take account of: (i) intra-ecosystem variation between different
regions where an ecosystem has been investigated; (ii) the finite
intervals between additions of nitrogen in experiments; (iii)
uncertainties in estimated total atmospheric deposition values. Each
range of values is accompanied by one of the following “reliability”
scores: “reliable” where a number of published papers of various
studies showed comparable results; “quite reliable” when the results
of some studies were comparable; “expert judgement” when no
empirical data were available for the ecosystem and the nitrogen
critical load was based on expert judgement and knowledge of
comparable ecosystems.
The empirical critical loads for all habitat types were most
recently reviewed at an international workshop in 2002 (Achermann &
Bobbink, 2003, UBA 2004). Critical loads were assigned to habitat
classes within seven categories of the European Nature and
Information System (EUNIS) habitat classification (http://eunis.eea.europa.eu/index.jsp):
- Woodland and forest habitats
- Heathland, scrub and tundra habitats
- Grassland and tall forb habitats
- Mire, bog and fen habitats
- Inland surface water habitats
- Coastal habitats
- Marine habitats
In the UK empirical nitrogen critical loads have been applied to
unmanaged coniferous and broadleaved woodlands, grassland (acid and
calcareous), dwarf shrub heath, bog, montane and some coastal
habitats (Hall et al, 2004). Within each range of values for each
habitat a “UK mapping value” has been set to provide a single value
for the calculation of critical load exceedances (see below); these
mapping values are given in Chapter 7 of Hall et al. (2004).
Mass balance critical loads for nutrient nitrogen
This method is based on an equation, which balances all significant
long-term inputs and outputs of nitrogen for terrestrial ecosystems.
In this context, long-term is defined as at least one forest
rotation or 100 years (UBA, 2004). Critical loads calculated using
this method are set to: (i) prevent an increase in leaching of
nitrogen compounds, particularly nitrate, which may result in damage
to the terrestrial, or linked aquatic systems; (ii) ensure
sustainable production by limiting nitrogen uptake and removal to a
level which will not result in deficiencies of other nutrient
elements (Hornung et al., 1997).
In principle, this approach could be used for any terrestrial
ecosystem, but to date its use has been largely restricted to forest
ecosystems. In the UK, the mass balance equation is currently used
to calculate nutrient nitrogen critical loads for managed coniferous
and broadleaved woodland habitats only (Hall et al., 2004).
Calculating Exceedances of Critical Loads
The amount of excess deposition above the critical load is called
the exceedance. The critical load values are compared with
deposition values mapped at 5km resolution for the UK; for this exercise the deposition is
assumed to be constant within each 5km square. For nutrient
nitrogen, the exceedance is calculated for each habitat as the
amount of excess total nitrogen (ie, wet and dry, oxidised and
reduced) deposition above the critical load.
Deposition of both sulphur and nitrogen compounds can contribute
to acidification and therefore to the exceedance of acidity critical
loads. A Critical Loads Function (CLF) has been developed (Posch et
al, 1995; UBA 2004) that defines combinations of sulphur and
nitrogen deposition that will not cause harmful effects, ie,
separate acidity critical loads in terms of sulphur and nitrogen.
These critical loads incorporate some of the acidity critical loads
values described above, together with data on base cation and
nitrogen uptake, non-marine base cation deposition, nitrogen
immobilisation and leaching and denitrification. Details on the
methods used to derive these critical load values for the UK can be
found in Hall et al. (2003b & 2004b). The CLF is a three-node line
graph representing the acidity critical load, and the intercepts of
the CLF on the sulphur and nitrogen axes define the sulphur and
nitrogen critical load values (CLmaxS, CLminN and CLmaxN on the
graph below). Combinations of sulphur and nitrogen deposition above
the CLF exceed the critical load, while all areas on or below the
CLF line represent an “envelope of protection” where critical loads
are not exceeded. Using the CLF acidity exceedances are calculated
for the habitat critical load values in each 1km square in which
they occur across the country.

However, it should be noted that the critical loads data on which
these exceedance calculations are based, are derived from empirical
or steady-state mass balance methods, which are used to define
long-term critical loads for systems at steady-state. Therefore,
exceedance is an indication of the potential for harmful effects to
systems at steady-state. This means that current exceedance does not
necessarily equate with damage. In addition, achievement of non-exceedance
of critical loads does not mean the ecosystems have recovered.
Chemical recovery will not necessarily be accompanied by biological
recovery; and the timescales for both chemical and biological
recovery could be very long, particularly for the most sensitive
ecosystems.
References
-
Achermann, B. & Bobbink, R. (eds.) 2003. Empirical critical loads
for nitrogen. Proceedings of an Expert Workshop, 11-13 November
2002, Berne. Environmental Documentation No. 164. Swiss Agency for
the Environment, Forests and Landscape, Berne.
-
Calver, L. 2003. A suggested improved method for the quantification
of critical loads of acidity for peat soils. PhD Thesis, University
of York.
-
Calver, L.J., Cresser, M.S. & Smart, R.P. 2004. Tolerance of calluna
vulgaris and peatland plant communities to sulphuric acid
deposition. Chemistry and Ecology, 20, 309-320.
Hall, J., Ullyett, J., Heywood, L., Broughton, R., Fawehinmi, J. &
31 UK experts. 2003a. Status of UK critical loads: Critical loads
methods, data and maps. February 2003. Report to Defra (Contract EPG
1/3/185). http://critloads.ceh.ac.uk
-
Hall, J., Ullyett, J., Heywood, L., Broughton, R. & Fawehinmi, J.
2003b. Addendum to Status of UK critical loads: Critical loads
methods, data and maps. Preliminary assessment of critical load
exceedance. May 2003. Report to Defra (Contract EPG 1/3/185).
http://critloads.ceh.ac.uk
Hall, J., Ullyett, J., Heywood, L., Broughton, R. & 12 UK experts.
2004a. Update to: The Status of UK Critical Loads – Critical Loads
Methods, Data and Maps. February 2004. Report to Defra (Contract EPG
1/3/185). http://critloads.ceh.ac.uk
Hall, J., Ullyett, J., Heywood, L., Broughton, R., Fawehinmi, J. &
12 UK experts. 2004b. Addendum: The Status of UK Critical Load
Exceedances. April 2004. Report to Defra (Contract EPG 1/3/185).
http://critloads.ceh.ac.uk
Henriksen, A., Kämäri, J., Posch, M. & Wilander, A. 1992. Critical
loads of acidity: Nordic surface waters. Ambio 21(5), 356-363.
Henriksen, A., Hindar, A., Hessen, D. & Kaste, Ø. 1997. Contribution
of nitrogen to acidity in the Bjerkreim River in Southwestern
Norway. Ambio 26(5), 304-311.
Henriksen, A. & Posch, M. 2001. Steady-state models for calculating
critical loads of acidity for surface waters. Water, Air and Soil
Pollution: Focus 1, 375-398.
Hornung, M., Bull, K.R., Cresser, M., Hall, J., Langan, S.,
Loveland, P. & Smith, C. 1995. An empirical map of critical loads of
acidity for soils in Great Britain. Environmental Pollution 90,
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Hornung, M., Dyke, H., Hall, J.R. & Metcalfe, S.E. 1997. The
critical load approach to air pollution control. In: R.E.Hester &
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Cambridge, UK.
Nilsson, J. & Grennfelt, P. (ed.). 1988. Critical loads for sulphur
and nitrogen. Report 1988:15. Nordic Council of Ministers,
Copenhagen, Denmark.
Posch, M., de Smet, P.A.M., Hettelingh, J.-P. & Downing, R. (eds.)
1995. Calculation and mapping of critical thresholds in Europe:
Status Report 1995. Coordination Centre for Effects, National
Institute of Public Health and the Environment (RIVM), Bilthoven,
The Netherlands. Available online at: http://www.mnp.nl/cce/
Posch, M., Kämäri, J., Forsius, M., Henriksen, A. & Wilander, A.
1997. Exceedance of critical loads for lakes in Finland, Norway and
Sweden: reduction requirements for acidifying nitrogen and sulphur
deposition. Environmental Management 21(2), 291-304.
Sverdrup, H. & de Vries, W. 1994. Calculating critical loads for
acidity with the simple mass balance method. Water, Air and Soil
Pollution 72, 143-162.
Sverdrup, H., de Vries, W. & Henriksen, A. 1990. Mapping Critical
Loads: A guidance to the criteria, calculations, data collection and
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124pp.
UBA. 2004. Manual on methodologies and criteria for modelling and
mapping critical loads and levels, and air pollution effects, risks
and trends. Umweltbundesamt, Berlin. http://www.icpmapping.org/
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