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Methods to Evaluate Externalities from Geothermal Energy Plants
February 4, 2010
1 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
INNOVATION CENTER ICELAND, ICELANDIC NEWENERGY, THE ICELANDIC CENTRE FOR
RESEARCH, NATIONAL ENERGY FUND
Methods to Evaluate Externalities from Geothermal Energy Plants
Estimating external costs of harnessing geothermal energy in Icelandic conditions
Fanney Frisbæk, María Maack, Guðrún Lilja Kristinsdóttir
2/4/2010
Methods to Evaluate Externalities from Geothermal Energy Plants
February 4, 2010
2 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
Methods to Evaluate Externalities from Geothermal Energy Plants
February 4, 2010
3 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
CONTENTS
CONTENTS .................................................................................................................................................................... 3
LIST OF FIGURES ............................................................................................................................................................. 7
LIST OF TABLES ............................................................................................................................................................ 10
FOREWORD TO THE STUDY ............................................................................................................................................. 14
ABSTRACT ................................................................................................................................................................... 17
ÁGRIP ........................................................................................................................................................................ 17
EXECUTIVE SUMMARY ................................................................................................................................................... 18
ACKNOWLEDGEMENTS .................................................................................................................................................. 23
STRUCTURE OF REPORT ................................................................................................................................................. 24
REPORT SECTION I - OVERVIEW AND INTRODUCTION
1 INTRODUCTION TO PROJECT ............................................................................................................................. 26
1.1 PROJECT PURPOSE ................................................................................................................................................. 28
1.2 MAIN CONCEPTS AND STRUCTURE OF THE EXTERNALITY ASSESSMENT .............................................................................. 28
2 INTRODUCTION TO GEOTHERMAL ENERGY ...................................................................................................... 32
2.1 ADVANTAGES AND DISADVANTAGES OF GEOTHERMAL ENERGY ................................................................................ 36
2.2 BACKGROUND EMISSIONS FROM GEOTHERMAL FIELDS ........................................................................................... 39
2.3 ENVIRONMENTAL IMPACTS FROM GEOTHERMAL ENERGY PLANTS ............................................................................. 42
2.3.1 Mitigation Measures.............................................................................................................................. 44
2.4 RENEWABILITY AND SUSTAINABLE USE ................................................................................................................ 44
2.4.1 Extension of Environmental Impacts in Time ......................................................................................... 47
2.5 INTRODUCTION TO THE GEOTHERMAL ENERGY PLANT PROCESS ............................................................................... 48
REPORT SECTION II - METHODS - METHODS, THEORIES AND TOOLS FOR EXTERNALITY EVALUATION
3 INTRODUCTION TO METHODS ........................................................................................................................... 54
3.1 ECONOMICS OF EXTERNAL COSTS ....................................................................................................................... 55
3.1.1 Basics of Ecological Economics .............................................................................................................. 57
3.1.2 The Effects of Scale ................................................................................................................................ 59
4 TOOLS TO QUANTIFY, EVALUATE AND TRANSFORM IMPACTS INTO MONETARY TERMS .............................. 63
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4 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
4.1 ENVIRONMENTAL IMPACT ASSESSMENT (EIA) ...................................................................................................... 64
4.2 TOOLS FOR CHARACTERISING AND QUANTIFICATIONS ............................................................................................. 66
4.2.1 Life Cycle Assessment (LCA) ................................................................................................................... 66
4.3 ASSESSING EXTERNALITIES................................................................................................................................. 72
4.3.1 Tools to Estimate the Value of Non-Marked Goods ............................................................................... 73
4.3.2 Discounting ............................................................................................................................................ 75
4.4 LIFE CYCLE ASSESSMENT (LCA) AND EXTERNAL COSTS ........................................................................................... 76
4.4.1 Integrated Tools: the NEEDS Framework ............................................................................................... 77
4.5 VALUES INHERENT IN QUALITY OF LAND .............................................................................................................. 80
4.5.1 Land Use Changes – Quantification of Biodiversity Losses .................................................................... 81
4.5.2 Land Use Changes –Valuing with Restoration Costs .............................................................................. 84
4.5.3 Airborne Emission – Quantification of Biodiversity Losses..................................................................... 85
4.6 PRICE OF EXTERNALITIES ACCORDING TO NEEDS PROJECT ...................................................................................... 88
4.6.1 Example of External Costs from Airborne Pollutants ............................................................................. 88
4.6.2 Costs of Greenhouse Gas Emissions ....................................................................................................... 92
5 SUGGESTED EXTERNALITIES EVALUATION TOOLBOX ....................................................................................... 94
REPORT SECTION III - IMPACTS, EXTERNALITIES AND COSTS - EVALUATIONS AND OUTCOMES
6 COST OF IMPACTS FROM CHEMICAL ASPECTS ................................................................................................ 100
6.1 AIR BORNE CHEMICALS .................................................................................................................................. 101
6.1.1 CO2 (CARBON DIOXIDE) ....................................................................................................................... 108
6.1.2 CH4 (METHANE) ................................................................................................................................... 109
6.1.3 N2O (NITROUS OXIDE) ......................................................................................................................... 109
6.2 OTHER AIR BORNE CHEMICALS ......................................................................................................................... 110
6.2.1 SO2 (SULPHUR DIOXIDE)....................................................................................................................... 110
6.2.2 NOx (MONO-NITROGEN OXIDES) ......................................................................................................... 112
6.2.3 NMVOC (Non-Methane Volatile Organic Compounds) ....................................................................... 113
6.2.4 VOC (Volatile Organic Compounds) .................................................................................................... 113
6.2.5 CO (CARBON MONOXIDE) .................................................................................................................... 114
6.2.6 NH3 (AMMONIA) ................................................................................................................................. 115
6.3 INTRODUCTION TO IMPACTS FROM H2S (HYDROGEN SULPHIDE) ...................................................................... 116
6.3.1 H2S Measurements in Reykjavik ........................................................................................................... 118
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6.4 ASSESSMENT OF H2S RELATED IMPACTS ACCORDING TO DEFINED VICTIMS CATEGORIES ............................................. 122
6.4.1 Human Well Being ............................................................................................................................... 122
6.4.2 Condition of Fauna, Flora and Microorganisms ................................................................................... 127
6.4.3 Land Quality and land use changes ..................................................................................................... 128
6.4.4 Assessment of biodiversity losses ........................................................................................................ 132
6.4.5 Manufactured Metal Assets................................................................................................................. 139
6.4.6 Total external Costs from H2S Air Emissions ........................................................................................ 153
6.5 CHEMICALS IN BRINE...................................................................................................................................... 155
6.5.1 SiO2 (Silicia Silicon Dioxide) .................................................................................................................. 157
6.5.2 As (ARSENIC) ........................................................................................................................................ 158
6.5.3 Al (ALUMINIUM) ................................................................................................................................. 158
6.5.4 Impacts from B (BORON) ..................................................................................................................... 159
7 PHYSICAL ASPECTS AND THEIR IMPACTS ..................................................................................................... 160
7.1 THERMODYNAMICS........................................................................................................................................ 160
7.1.1 Heat from Brine.................................................................................................................................... 160
7.2 KINETICS...................................................................................................................................................... 165
7.2.1 Brine ..................................................................................................................................................... 165
7.2.2 Mass Balance of Cold Ground Water System....................................................................................... 167
7.2.3 Soil ....................................................................................................................................................... 170
8 EXISTENCE ASPECTS AND THEIR IMPACTS ................................................................................................... 171
8.1 CHANGES IN NATURAL LANDSCAPES – VISUAL IMPACTS ........................................................................................ 171
8.1.1 The Intrinsic Value of Landscapes ........................................................................................................ 171
8.1.2 Impacts on Summerhouse Prices ......................................................................................................... 172
8.1.3 Special Relics of Natural Landscapes ................................................................................................... 174
8.1.4 Total External Costs from Changes in Natural Landscapes .................................................................. 174
8.2 FACILITATED ACCESS TO NATURE THROUGH NEW ROADS/TRAILS ........................................................................... 175
8.3 TOURISM AT NESJAVELLIR PLANT ..................................................................................................................... 177
8.4 NOISE POLLUTION ......................................................................................................................................... 178
8.5 OTHER SOCIO-ECONOMIC IMPACTS .................................................................................................................. 178
8.6 ARCHAEOLOGICAL- AND HISTORICAL REMAINS .................................................................................................... 180
9 TOTAL EXTERNAL COST FOR ENERGY HARNESSING AT NESJAVELLIR............................................................. 181
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9.1 COST-BENEFIT CALCULATIONS OF TOTAL EXTERNAL COST FIGURES ......................................................................... 184
9.1.1 Industrial scrubbing equipment ........................................................................................................... 185
9.1.2 Life time and discount rate .................................................................................................................. 186
9.2 NET PRESENT VALUE (NPV) OF THE ALTERNATIVES: WITH AND WITHOUT H2S ABATEMENT......................................... 187
REPORT SECTION IV - RESULTS
10 CONCLUSIONS .................................................................................................................................................. 189
11 DISCUSSIONS .................................................................................................................................................... 190
11.1 CRITICAL ISSUES ............................................................................................................................................ 191
11.2 UNANSWERED QUESTIONS AND SUGGESTIONS FOR FURTHER RESEARCH .................................................................. 192
BIBLIOGRAPHY ........................................................................................................................................................... 193
APPENDIX 1 – INDEX OF CONCEPTS AND ACRONYMS IN ALPHABETIC ORDER ......................................................................... 197
APPENDIX 2 – COST BENEFIT CALCULATIONS TABLE ........................................................................................................ 202
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LIST OF FIGURES
Figure 1: The relation between Life Cycle Assessments (LCA), Life Cycle Impact Assessments (LCIA), Life
Cycle Costs (LCC), External Cost (Externalities) and Total Costs. Only the contents of the dark oval are
discussed in this paper. (MMaack/FFrisbæk) ..........................................................................................................16
Figure 2: Aspects, effects and impacts, overview of the evaluation procedures (FFrisbæk) ...............................30
Figure 3: Outline of the context model approach to evaluate external impacts and costs at various levels,
aspects that cause impacts, aspect mediums and victim categories. (FFrisbæk) ...................................................31
Figure 4: Workers at the first geothermal power plant, Larderello, Italy (REUK 2007) .....................................32
Figure 5: Map of Iceland showing placements of geothermal power plants (Landmælingar Íslands, 2009 #214) 35
Figure 6: Emissions of two airborne compounds from unexploited geothermal areas and from power plants.
(Fridriksson Þ 2010) ..................................................................................................................................................40
Figure 7 .......................................................................................................................................................................40
Figure 8: Measured concentration of four elements in geothermal in Reykjanes fluids plotted for 3 years.
Each well has its own colour (Fridriksson Þ) ..........................................................................................................41
Figure 9: Flow chart of the geothermal fluid through Nesjavellir power plant. ...................................................49
Figure 10: Adapted from The five capital framework (Porrit 2007)p. 141) ..........................................................57
Figure 11: The four capital categories as presented by the Gunder Institute, University of Vermont (Roelof
Boumans 2002) ..........................................................................................................................................................58
Figure 12: Comparison of the economic system at the early stage of civilization as compared to the current
status. (MMaack after Goodland, Daly and Serafy 1992 as cited in (Costanza, Cumberland et al. 1997)).........61
Figure 13: Five types of capital values (MMaack based on Costanza)...................................................................62
Figure 14: Boundaries for the LCA study, Bagnore 3. ..........................................................................................68
Methods to Evaluate Externalities from Geothermal Energy Plants
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Figure 15: Input and output for each Phase in the case of Nesjavellir Geothermal plant. The Pipe that carries
the hot water towards the market was not included in the LCA study (Kristjansdottir, 2006.) ..........................70
Figure 16: The relations between market prices and external cost ........................................................................73
Figure 17: Overview of methods to assess the value of nature (OECD 2009) ...................................................74
Figure 18: Ecosence Approach developed in NEEDS (Andrea Ricci 2009).......................................................77
Figure 19: Areas and issues that are fed into the main simulation framework to calculate external cost of
energy projects. ..........................................................................................................................................................79
Figure 20: Calculation procedures in the study (FFrisbæk) ...................................................................................95
Figure 21: Calculation procedures when price tags have not been set in other projects ....................................96
Figure 22: Measurements of H2S in the atmosphere in the capital area of Iceland from January 2006 till
August 2008. (Umhverfisstofnun 2006)................................................................................................................118
Figure 23: Monthly mean value of H2S as well as maximum 24hours and hour value in 2006 and the WHO
guideline for H2S, based on Böðvarsdóttir, (2006). ..............................................................................................119
Figure 24: Concentration isoclines indicating the dispersion of H2S from the geothermal system shown on
map (Umhversiráðuneytið 2009) ............................................................................................................................120
Figure 25: Location angles from the air quality measuring station in Reykjavik (Grensásvegur) to the different
energy plants in the vicinity of the capital area (east (Nesjavellir and Hellisheiði) and southwest Reykjanes and
Svartsengi).................................................................................................................................................................120
Figure 26: Measured H2S concentration in Reykjavik prior to (left graph) and after (right graph) the start-up
of Hellisheidi geothermal plant in the fall of 2006 ................................................................................................121
Figure 27: Relative frequency of people buying pulmonary medication correlated as days after maximum
concentration of H2S in the city of Reykjavik based on data for 2,5 years. (Carlsen 2009) ..............................126
Figure 28: example of land use around geothermal plants, picture from Hellisheiði (Orkuveita Rvik
2009) .........................................................................................................................................................................128
Methods to Evaluate Externalities from Geothermal Energy Plants
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9 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
Figure 29: Dead moss in the neighbourhood of Reykjanes energy plant about 300 m distance. (photo:
Sigurður H. Magnússon 17. September 2008). ......................................................................................................130
Figure 30: Results for moss chemical measurements (mg/kg, dryweight) at different locations (Bragason, o.fl.,
2009)..........................................................................................................................................................................131
Figure 31: Simplified valuation method ‗Assessment of biodiversity losses‘ from the NEEDS project, with
‗healthy‘ vegetation on the left (representing habitat type 1) and ‗damaged‘ vegetation on the right
(representing habitat type 2) {Kristinsdottir, 2010 #295} ...................................................................................132
Figure 32: Corine categories for the area around Nesjavallavirkjun (based on Corine application
(Landmælingar Íslands, 2010)). ...............................................................................................................................134
Figure 33: Metal roofs that are not maintained with paint will soon start to rust and after that leak. Rust on
Aluminium plates is white. ......................................................................................................................................140
Figure 34: Mixer in Studio Syrland (Studio Syrland, 2009) ...................................................................................151
Figure 35: A mapping of active earthquake centre areas, close to Nesjavellir energy plant. .............................166
Figure 36: Overview of flow of cold ground water near the geothermal energy plant at Nesjavellir. .............169
Figure 39: 3d view of installed WSA plant for treating acid gas .........................................................................185
Methods to Evaluate Externalities from Geothermal Energy Plants
February 4, 2010
10 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
LIST OF TABLES
Table 1: Geothermal potential world-wide (IGA, 2001) ........................................................................................33
Table 2: Geothermal power plants in Iceland .........................................................................................................34
Table 3: Comparison of CO2 Emissions (Bloomfield et al. 2003) the value of 0.2 lbs CO2/kWh is the
weighted average of U.S. geothermal generation based on 2002 EIA data. Comparison of land requirements
for base load power generation (REPP 2008) .........................................................................................................36
Table 4: Advantages and disadvantages of using geothermal energy sources.......................................................37
Table 5: Environmental impacts from geothermal sources ..................................................................................42
Table 6: Mass energy flows and power at the Nesjavellir geothermal plant in 2002. ...........................................50
Table 7: Basic figures for the energy production of Geothermal energy plant Nesjavellir during 2002 ............71
Table 8: few examples of CORINE categories that are linked with expected number of species and PDF with
reference to Swiss Lowlands (based on a table from Deliverable D.4.2. - RS 1b/WP4, "Assessment of
Biodiversity Losses") .................................................................................................................................................82
Table 9: Biodiversity damage caused by deposition of airborne emission for the situation in the Netherlands
(Deposition Increase of SOx , NOx and NH3 (). .....................................................................................................86
Table 10: Impact categories for air borne polluting chemicals ..............................................................................89
Table 11: unit Damage costs of emissions set in Euro value of 2000 ...................................................................90
Table 12: Unit damage costs for land use in €2000/m² (source: NEEDS RS1b, Deliverable 4.2)........................91
Table 13: Marginal damage costs of greenhouse gas emissions in €/t (source: NEEDS RS1b, Deliverable 5.4)
(Values for average 1% trimmed, discounted to 2005, 1% pure rate of time preference, without equity
weighting and with equity weighting normalised to Western European average per capita income, 1.35 $ per
€) ..................................................................................................................................................................................94
Table 14: Marginal abatement costs (€) of CO2 emissions (Friedrich 2008) ........................................................94
Methods to Evaluate Externalities from Geothermal Energy Plants
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Table 15: Overview of types and amounts of chemicals emitted into the air during the 50 year life cycle of
Nesjavellir geothermal energy plant (construction and end-of-life emissions mainly occurring abroad and
once/over a short time, while operation emissions mainly occur locally/regionally and during the entire life time of the
plant, 50 years) ACCORDING TO THE LCA STUDY FROM 2006. (Kristjansdottir et al 2006) ..................103
Table 16: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CO2 .................................................................................................................................................108
Table 17: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CH4 .................................................................................................................................................109
Table 18: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with N2O ................................................................................................................................................110
Table 19: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with SO2..................................................................................................................................................111
Table 20: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NOx................................................................................................................................................112
Table 21: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NMVOC ........................................................................................................................................113
Table 22: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with VOC ...............................................................................................................................................114
Table 23: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CO ..................................................................................................................................................115
Table 24: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NH3 ................................................................................................................................................115
Table 25: Health impacts of H2S according to concentrating (WHO). (Pineda 2007) ......................................124
Table 26: Measured concentration of selected air pollutants in Reykjavik (Grensás) .......................................125
Methods to Evaluate Externalities from Geothermal Energy Plants
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Table 27: Overview of assessed external costs related to H2S within the Human Well Being victims category,
in the capital area, and the related impact types, price tag type, total external costs and the Nesjavellir
proportion of the external costs. ............................................................................................................................127
Table 28: Information on CORINE categories linked with number of species (pr m2) and PDF (based on
report info from Deliverable D.4.2. - RS 1b/WP4, "Assessment of Biodiversity Losses". ..............................135
Table 29: Different restoration measures available associated with cost per hectare with everything included,
e.g. planning- and material cost (Landgræðsla Ríkissins, 2010). ..........................................................................137
Table 30: Cost for the appropriate restoration methods ......................................................................................137
Table 31: Cost of roof and wall coating plate maintenance replacement on the energy plant, with and without
H2S removal from plant emissions (Ingvason, 2009) ...........................................................................................142
Table 32: Cost of paint maintenance at the energy plant, with and without H2S removal from plant emissions
(Sigurdsson, 2009) ....................................................................................................................................................143
Table 33: Distances from plant to city based on LUKR (Þormóðsson 2009)...................................................144
Table 34: Cost of roof plate maintenance replacement within capital area, with and without H2S removal from
plant emissions (Olafsson, 2009) ............................................................................................................................145
Table 35: Presumptions of the cost of roof maintenance within the estimated capital area with and without
H2S pollution (Sigurdsson, 2010)............................................................................................................................145
Table 36: Overview of external costs arising from the Nesjavellir air ventilation system .................................147
Table 37: Total external costs due to tarnishing of silver within the capital area. Nesjavellir proportion of the
total external costs is 1/3 as previously mentioned. .............................................................................................149
Table 38: Overview of the total external costs due to corrosion of circuit boards and the Nesjavellir
proportion of this cost.............................................................................................................................................153
Table 39: Overview of total external costs from H2S air emissions ....................................................................154
Table 40: overview of the types and amounts of chemicals emitted through brine during the life cycle of the
Nesjavellir geothermal power plant. .......................................................................................................................157
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Table 41: Overview of external costs due to heat from brine..............................................................................161
Table 42: Overview of external costs due to balance disturbance of geothermal system caused by aggressive
production rates from geothermal system .............................................................................................................165
Table 43: Overview of External costs due to induced seismicity and subsidence..............................................167
Table 44: Overview of external costs due to balance disturbance of cold ground water system ......................170
Table 45: Overview of total external costs from changes in natural landscapes ................................................175
Table 46: Overview of external costs due to facilitated access to nature through new roads/trails .................177
Table 47: Overview of external costs due to tourism at Nesjavellir plant ..........................................................178
Table 48: Overview of external costs from other socio-economic impacts ......................................................180
Table 49: Overview of external costs due to archaeological- and historical remains disturbances ...................181
Table 50: Overview of the total external costs estimated for the Nesjavellir case study ...................................182
Table 51: Prices for various parts of the recommended equipment. The table is imported directly from the
source and the exchange rate is 1€ = 91 Ikr ..........................................................................................................186
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FOREWORD TO THE STUDY
In addition to the previous note, this foreword is simply an introduction to a few important concepts to
outline shortly for the reader what this study includes and what not. Other important concepts and acronyms
are explained in a separate list.
The purpose of this study is to propose evaluation methods of impacts caused from harnessing geothermal
energy, and to quantify external costs that they may incur. The goal is to test the suggested evaluation
methods by using examples from known geothermal plants and to establish tools to compare externalities of
this type of energy exploitation to other sources of energy.
The authors would like to state here, at the very beginning, the goals for this study:
It should enable the comparison of external costs from geothermal energy harnessing to other energy sources – since an externality study has not been performed for
geothermal energy.
To highlight the main impact factors causing external costs based on sound arguments, to give basis for prioritising possible mitigation actions.
To develop a tenable methodology for total externality cost calculations, since this is a relatively new scientific field, still in moulding, and to highlight factors that need to
be defined specifically for Icelandic contexts. This will form a basis for future externality studies.
Finally, this study on costs of externalities from geothermal energy is meant as a reminder of the virtues and possibilities of using geothermal energy, which is readily available in huge capacities, for various uses.
ATTENTION!
Sometimes the reaction to reports that aim to reveal environmental, social and other external effects of an activity is that the aim is to cast a shadow on the activity in question. That is by no means the intention of this project! The authors are convinced that the positive benefits of using geothermal energy outweigh the costs and externalities by far even though these are
not highlighted in the following document. It is our hope that this externality study will give a sound basis for comparison and insights into the phenomenon external costs.
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External costs are costs that are not established on a normal market and generally have no established fiscal
marked value. These are usually related to use of or damage to common goods (e.g. clean air, water, soil,
unspoiled nature, etc.), human health, social patterns and other non-fiscal valuables but still result in costs,
usually not paid by the actor causing the damage or enjoying the service, but rather the society as a whole,
through e.g. the health care system and material deterioration due to air pollution or specific groups especially
vulnerable to a specific damage, e.g. farmers to acid rain pollution. Costs are also transferred to unborn
generations and other beings; fauna and flora. Defining external costs thus implies defining price estimations
of the damage to e.g. services from natural ecosystems, to human health and social patterns. Benefits to these
are also included as they unfold.
The External cost calculations methods suggested here are based on a Life Cycle approach. The externalities
derive from the choice and amount of materials and energy type used in the constructing phase, the
conditions on site during the operational phase and how the plant is dismantled and disposed of after its
functions are closed down. External costs estimations is an addition to an environmental Impact Assessment;
The impacts are not only listed but quantified and reverted to monetary amounts using specific price
allocations that are explained in detail.
Life Cycle Cost (LCC) is traditionally used e.g. within the construction industry, as a measure of all financial
transactions relating to a system, product, structure or service during its life time. These would include the
payments that are extended during the preparation, building, operation, maintenance, modification or repairs
and lastly its dismantling and disposal throughout the functional time, estimating expected financial charges
or foreseen cash flow within a project. It can therefore be used for financial planning and to select between
different designs in order to optimise the material and industrial design as related to cost and return on
investment within the accepted framework. Under this perspective, LCC does not include potential
environmental or social costs. This study does NOT give this kind of LCCs of an energy plant but shows only external
costs that may be added to “traditional” LCC schemes.
Instead, emphasis is placed on estimating external costs accumulating during the lifetime of a geothermal
energy plant. This cost should then be integrated into a ―traditional‖ LCC estimation, presenting the total of
all related costs: environmental, social and intergenerational costs.
This real price according to cost may act in two ways: Firstly Accumulate the financial mean to implement
needed preventive measures on behalf of the supplier and secondly to signal to the consumers that the service
Methods to Evaluate Externalities from Geothermal Energy Plants
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is worth more than the former market price and urge it‘s sparingly use. Figure 1 shows the correlation
between the different analyses.
Total cost
LCC:
Preparation costs: Exploiration, testing
sources,design
Investment: Land preparation, roads,
transport, construction, financial cost
Operational costs: running costs, reapair,
maintenance,
End of life cost: Dismantling, waste
management, recycling
External costs
LCA
Inventory of all
material, all energy
used during the life
time of a project:
Input to the
Life cycle cost
LCIA:Impacts
from side effects derived
through-out the project
life time:
Output of the LCA: Quan-tified
External ities
Figure 1: The relation between Life Cycle Assessments (LCA), Life Cycle Impact Assessments (LCIA), Life
Cycle Costs (LCC), External Cost (Externalities) and Total Costs. Only the contents of the dark oval are
discussed in this paper. (MMaack/FFrisbæk)
The concept Energy Plant is used here as if not to state at this point whether the geothermal energy is being
used for power production, heating service or both. The efficiency of an energy plant depends highly on the
technology that is deployed and a combined heat and power plant would naturally be more efficient.
Therefore, please note that this study will not be authoritarian for all geothermal energy plants but a
suggested view on this renewable energy source that is readily available in many needing societies on earth.
The study suggests a method on how to compare this source of energy with other types that often have far
more yet different side effects to their exploitation.
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ABSTRACT
The “Methods to Evaluate Externalities from Geothermal Energy Plants” project puts forth a
suggested methodology for estimating external costs of human ventures in general. The method is based on a
life cycle approach, bringing together tools from different disciplines such as environmental economy and
sociology, creating an interdisciplinary toolbox for externality estimations. The suggested methodology is
tested on the case study of harnessing geothermal energy at Nesjavellir energy plant in Iceland.
External costs are costs that are not established on a normal market and generally have no established fiscal
marked value, usually related to use of or damage to common goods (e.g. clean air, water, soil, unspoiled
nature, etc.), human health, social patterns and other non-fiscal valuables. Damage costs are usually not paid
by the actor causing the damage or enjoying the service, but rather the society as a whole.
Price tags are defined and used to appoint a fiscal cost to external environmental impacts accompanying
human venture, enabling the consideration of these impacts when assessing actual costs and comparing
different options and scenarios.
ÁGRIP
Úthrifsverkefnið (Externalities) setur fram hugmyndir um það hvernig hægt er að meta úthrifskostnað
(external costs) eða þann kostnað sem ekki er greiddur af kostnaðarvöldum eða notendum afurðanna er valda
kostnaðinum. Aðferðirnar eru byggðar á Lífsferilgreiningu sem fremur heyrir undir verkfræðilega nálgun, á
meðan mismunandi tæknilausnir eru metnar með kostnaðar- og nytjagreiningar. Efni og orka sem notuð er
við byggingu, rekstur og urðun virkjunar leiða af sér útblástur og annað umhverfisrask eins og að sumu leyti
er tekið fram í mati á umhverfisáhrifum en ekki metið til fjár. Hér eru leiddar fram aðferðir við að meta þessi
ásamt öðrum úthrifsáhrifum til fjár og aðferðirnar reyndar með því að beita þeim á mældan útblástur og aðra
kostnaðarþætti, á hverju lífsferilskeiði Nesjavallavirkjunar.
Bæði eru þróaðar nýjar aðferðir en í öðrum tilfellum eru notaðar aðferðir aðlagaðar úr
Evrópusamstarfsverkefnum er aðstandendur þessa verkefnis hafa komið að.
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EXECUTIVE SUMMARY
Today, geothermal energy contributes by 62% of the total primary energy consumption in Iceland and will
increase in future years. Traditionally, geothermal energy is considered environmentally friendly, renewable
and sustainable and, for most parts, rightfully so.
Still, there are some environmental impacts caused by harnessing geothermal energy and additionally, there
are indirect impacts which are not traditionally credited on the account of this energy source (or any other
energy source for that matter). These are called External Costs or Externalities: costs that are not established
on a normal market and generally have no established fiscal marked value. These are usually related to use of
or damage to common goods, human health, social patterns and other non-fiscal valuables.
Additionally, there are of course also multiple external benefits that are not included in this assessment,
simply because, they are too far reaching for the possible scope of this project and it was not the initial
intention of the project to focus on external benefits. These external benefits would include e.g. access to
cheap hot water and district heating, access to high quality and cheap swimming pools bringing enjoyment,
leisure and enhanced health, the absence of coal, oil or other more polluting energy plants, a strong position
on geothermal research and technical know-how within the global research and energy arena, etc.
The project purpose:
1. Enable the comparison of external costs from geothermal energy harnessing to other energy
sources – since an externality study has not been performed for geothermal energy. The authors are
convinced of the positive benefits of geothermal energy in general and this externality study will give
a sound basis for comparison.
2. Highlight the main impact factors causing external costs, based on sound arguments, to give
basis for prioritising mitigation actions.
3. Develop a tenable methodology for total externality cost calculations, since this is a relatively new
scientific field, still in moulding, and to highlight factors that need to be defined specifically for
Icelandic contexts. This will form a basis for future externality studies.
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4. Finally, this study on costs of externalities from geothermal energy is meant as a reminder of the
virtues and possibilities of using geothermal energy, which is readily available in huge capacities,
for various uses.
This paper is meant a basis for further moulding and should be considered as a first establishment giving a
logical overview and correlation between the aspects and impacts in question. The work is undertaken as an
effort to bring all costs under the same evaluation approach, a fiscal price, so that external costs and possible
mitigations can and will be included in project cost estimates.
The figure to the left presents an
outline of the context model approach
to evaluate the external impacts and
costs at various levels, aspects that
cause impacts, aspect mediums and
victim categories (FFrisbæk)
Impacts and external costs are
evaluated within this project from a
selected approach, mostly according to
the availability of data. Thus it is partly
based on the bottom-up procedure that
is inherent to LCA.
Emissions are traced through their assumed pathways from the origins to their end; the scope of their impact
is evaluated as well as the possible number of ―victims‖. On the other hand other costs are found from actual
measurements of the specified pollutant and /or actual reported impact. Justifications for estimations are
given in each case. The following figure gives an overview of the main methodology used for external cost
assessment and calculation procedures within this project. (FFrisbæk)
Methods to Evaluate Externalities from Geothermal Energy Plants
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20 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
IMPORTANT NOTE: Data on the amount of chemicals emitted during the lifetime of Nesjavellir energy
plant is mainly based on the LCA study (Kristjansdottir, 2006), which is the only LCA for Nesjavellir available
at present.
When scrutinising the LCA outcomes, some discrepancy emerges between the LCA findings and the yearly
emissions measured by Reykjavik Energy (Orkuveita Reykjavikur, OR), the owner of Nesjavellir energy plant.
Thus, it is recommended that the used emission figures are revised when new LCA figures for Nesjavellir
become available. (Such a study is presently in process as a Ph.D. project within the Engineering Department
at the University of Iceland)
The chemical emissions measured yearly by OR specifically for Nesjavellir are CO2, CH4 and H2S emissions.
These measured figures are expected to be a more accurate representation of the yearly emissions during the
operational phase of the plant than the figures given by the LCA model. This becomes especially clear by the
H2S emissions since the only source of H2S during the operational phase is emissions from the boreholes,
which are the ones measured by OR. For CO2 and CH4 there would be a small additional amount of
emissions originating from maintenance, which mainly consists of sending equipment abroad once a year for
repairs. Here an additional 2% is assumed due to maintenance compared to the measured yearly CO2
emissions of the plant, which is approximately the CO2 emissions of a marine trip from Iceland to Europe.
Conclusions:
The report shows that external costs can be priced and present real costs that can be considered in the plant‘s
design phase. The estimated external costs can be compared with other costs categories of designing and
operating energy plants.
The attempt to calculate external cost along the lines presented in this report is feasible. Yet, the outcomes
are only as good as the quality of the available data that is fed into the proposed methods. The report
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21 Externalities Fanney Frisbæk, Maria Maack, Guðrún Lilja Kristinsdóttir
emphasises the means as being a right step in the right direction for internalizing the external cost when
appreciating the real cost of geothermal energy harnessing. The end figures can be more disputable.
A conservative estimation of the cost and the relevant benefit calculations for the external costs of H2S,
where a rather expensive but off-the-shelf scrubbing equipment is selected to compare values, suggests that
there is a Net Benefit for mitigating H2S emissions if the discount rate is set to 5.5% and with only a 5 year
payback time. When using lower discount rate (which is not far from real rates for state-bonds) then the
benefits are even higher.
Regarding the external cost findings for the Nesjavellir case study it is interesting to note that the absolute
highest cost factor is rooted in the H2S emissions.
It is assumed, according to experts within the field, that 10% of the H2S is converted into SO2. The external
costs due to SO2 is the highest emerging cost and 98,5% of that cost is due to SO2 presumably originating
from H2S. Additionally, the external costs due to SO2 transformed from H2S is approximately 50% higher
than the estimated costs stemming directly from H2S external impacts.
A Cost Benefit analysis performed only on the external cost estimated for H2S impacts shows that when
incorporating an off-the-shelf H2S scrubbing technology producing sulphuric acid, the benefits show up
already in the fifth year. If the external costs from SO2 originating from H2S would be taken into
consideration, this payback time would be even shorter!
On the whole, external costs originating from H2S present approx. 80% of the total external costs and CO2
emissions present approx. 13%. Thus, if the planned projects of Reykjavik Energy (Orkuveita Reykjavikur,
OR) for H2S scrubbing and CO2 capture and storage are fulfilled, that would decrease the total external costs
by 93%!
Suggestions for further research:
Set an acceptable proportion of H2S transforming to SO2 in the Icelandic climatic context
Actual impacts of H2S on Icelandic fauna and flora within the local and regional vicinity to
geothermal energy plants and a PDF (proportional disappeared fraction) set for the local fauna which
has unusually few numbers of species in the natural fauna).
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More accurate information on the actual impacts on human health. Only the first indicators are
studies in the ongoing Masters‘ student project. The impacts of long term exposure to small
concentrations of H2S on human health should be dealt with
Price tags for an Icelandic context, of the impacts of other polluting chemicals than H2S (revising the
NEEDs price tags for an Icelandic context)
Fiscal value price tag for the intrinsic value of Icelandic nature and landscapes
Impacts of H2S on maintenance costs of vehicles within the capital area
Impacts of H2S on maintenance costs of computers within the capital area
Seismic impacts due to geothermal harnessing in Iceland
Impacts on microorganisms (shouldn‘t be any direct impacts, except through impacting natural
geothermal springs)
Studies on the flow patterns of reinjected brine and possible impacts on flora and fauna in nearby
lakes and streams
Where does the measured mercury in trouts in Lake Thingvallavatn come from?
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ACKNOWLEDGEMENTS
This project was first outlined as a 2 year research project in 2004 but has taken a long time in incubation.
Since then geologists, geophysics, biologists, economists and sociologists from many countries have assisted
in many ways. First, the collaborators within the NEEDS project (EC 6th FP New Energy Externalities for
Developing Sustainability are mentioned for their endurance and insight. Within the NEEDS project LCA
inventories were compiled on renewable energy plants as well as those that use fossil or nuclear sources. The
set of approach to evaluate the available types of primary energy was essential for this study. Geothermal
experts at Orkugarður, Reykjavik were really helpful in finding and explaining relevant sources, not the least
helpful maps and explanatory drawings. Also thanks to the research funds, The Rannís (Icelandic Centre for
Research) and Orkusjóður (the National Energy Fund), that supported the work.
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STRUCTURE OF REPORT
To facilitate an enjoyable reading and navigation through this report, an overview of the main report
structures is given below.
I OVERVIEW & INTRODUCTION to project and themes
II METHODS
• Chemical Aspects• Physical Aspects• Existence Aspects
III IMPACTS, EXTERNALITIES AND COSTS
IV CONCLUSIONS & DISCUSSIONS
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REPORT SECTION I
- OVERVIEW AND INTRODUCTION
Report Section I is structured as follows:
• 1.1 Project Purpose• 1.2 Main Concepts and Structure of the Externality
Assessment
1 INTRODUCTION TO PROJECT
• 2.1 Advantages & Disadvantages• 2.2 Background Emissions of Geothermal Fields• 2.3 Environmental Impacts• 2.4 Renewability & Sustainable Use• 2.5 Intro to Geothemal Energy Plant Process
2 INTRODUCTION TO GEOTHERMAL ENERGY
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1 Introduction to Project
Today, geothermal energy contributes by 62% of the total primary energy consumption in Iceland and will
increase in future years. Traditionally, geothermal energy is considered environmentally friendly, renewable
and sustainable and, for most parts, rightfully so.
Still, there are some environmental impacts caused by harnessing geothermal energy and additionally, there
are indirect impacts which are not traditionally credited on the account of this energy source (or any other
energy source for that matter). These are called External Costs or Externalities: costs that are not established
on a normal market and generally have no established fiscal marked value. These are usually related to use of
or damage to common goods, human health, social patterns and other non-fiscal valuables.
With the planned increase in geothermal harnessing, in Iceland and elsewhere, it is vital to have access to
information on the actual impacts and related costs of using this energy source (as with any other energy
source for that matter). This information both forms a basis for mitigation considerations as well as an input
into reasoning for future energy planning.
An important note worth mentioning here at the outset is, that previous LCAs and other studies have clearly
shown that the environmental impacts of geothermal energy are much less than energy production by fossil
fuels. This study is by no means an attack on the positive status of geothermal energy but rather a means to
produce figures by which geothermal energy can be soundly compared with other energy sources.
There are of course also multiple external social benefits that are not included in this assessment, simply
because, they are too far reaching for the possible scope of this project and it was not the initial intention of
the project to focus on external benefits. These social benefits would include e.g. access to cheap hot water
and district heating, access to high quality and cheap swimming pools bringing enjoyment, leisure and
enhanced health, the absence of coal, oil or other more polluting energy plants, a strong position on
geothermal research and technical know-how within the global research and energy arena, etc.
Here, firstly an attempt is made to form a model for assessing the total costs of harnessing geothermal energy
during the entire life cycle of a geothermal energy plant. This involves defining the relevant aspect pathways
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and categorising the impact ―victims‖, enabling an overview of all related impact factors and still, counting
every factor only once.
Both, when estimating actual impacts and assessing a fiscal price tag for externalities, various methods have
been brought together to form a holistic approach. The paper is meant a basis for further moulding and
should be considered as a first establishment giving a logical overview and correlation between the aspects
and impacts in question. This work is undertaken as an effort to bring all costs under the same evaluation
approach, a fiscal price, so that external costs and possible mitigations can and will be included in project cost
estimates.
The developed methodology is tested by applying them to the case study of energy harnessing at Nesjavellir
geothermal power plant in Iceland. A preliminary assessment of externalities from the case study is put forth.
The study will shed light on which aspects of geothermal energy production are accountable for the highest
environmental and indirect fiscal costs and as such, which aspects should be given the highest priority in
mitigation and environmental focus within the geothermal energy sector. The conclusion will act as a support
for future mitigation strategies and a guide for decision makers who bear responsibility for future energy
planning, providing a possibility to compare geothermal energy harnessing with other types of energy sources
and technology.
Cost factors that need to be fine tuned to fit the Icelandic contexts are identified along the way, in parallel
with a clear statement of which price tags are being used in the absence of more appropriate ones. Thus, the
ground is laid for future studies to easily build upon this present one, readily identifying the calculation
conditions and price tags that need to be updated and substitute them with new ones, as they become
available. It is thus recommended as a theme for further studies to define these Icelandic calculation
foundations and price tags
The project was financed by the Icelandic Centre for Research, the National Energy Fund, Innovation Center
Iceland and Icelandic New Energy.
It was executed in cooperation between Innovation Center Iceland and Icelandic New Energy, along with
students from the University of Iceland.
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1.1 Project Purpose
With the increasing interest in renewable energy and new energy technology, access to comparable
information on the external impacts and related costs of all energy sources is found relevant.
Hence, the project aims at shedding light on external costs of harnessing geothermal energy, the related types
of externalities, examples of their extent and suggestions of how to price them.
The project conclusions will:
5. Enable the comparison of external costs from geothermal energy harnessing to other energy
sources – since an externality study has not been performed for geothermal energy. The authors are
convinced of the positive benefits of geothermal energy in general and this externality study will give
a sound basis for comparison.
6. Highlight the main impact factors causing external costs, based on sound arguments, to give
basis for prioritising mitigation actions.
7. Develop a tenable methodology for total externality cost calculations, since this is a relatively new
scientific field, still in moulding, and to highlight factors that need to be defined specifically for
Icelandic contexts. This will form a basis for future externality studies.
8. Finally, this study on costs of externalities from geothermal energy is meant as a reminder of the
virtues and possibilities of using geothermal energy, which is readily available in huge capacities,
for various uses.
1.2 Main Concepts and Structure of the Externality Assessment
The report gives a thorough background and justifications to each issue that may give rise to externalities. A
simulation programme would be an appropriate tool to give calculated results, but this report is a prerequisite
to set up such technical tools. The work focuses on evaluation methods rather than exact numerical
outcomes, this approach is presented as to give as much transparency to all steps of the evaluation and
pricing as possible. Figure 2 gives an overview of the main concepts used within the project:
Aspects: The type of causes and origins of external effects
Effects: The potentials of the aspects to have external impacts
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Impacts: Quantified assessment of actual impacts
Pricing or Price tags: assessed costs accompanying one unit of the different actual impacts
Costs: The cost due to an impact, that is, the assessed actual size of a certain incident or example
multiplied by the relevant unit specific price tag
Figure 3 gives is an overview of the assessment structure, i.e. the aspect pathways, impacted ―victims‖, etc.
30 LCC & Externalities Fanney Frisbæk, Maria Maack
Figure 2: Aspects, effects and impacts, overview of the evaluation procedures (FFrisbæk)
31 LCC & Externalities Fanney Frisbæk, Maria Maack
Figure 3: Outline of the context model approach to evaluate external impacts and costs at various levels,
aspects that cause impacts, aspect mediums and victim categories. (FFrisbæk)
32 LCC & Externalities Fanney Frisbæk, Maria Maack
2 Introduction to Geothermal Energy
Geothermal energy arises from the Earths magma layer, which can also reach to the surface in the form of
volcanic eruptions. Magma is a mixture of minerals, metals, gases etc. Its chemical composition differs widely,
depending on the geology and geographical location, the temperature and the frequency and magnitude of
outlets. Magma may also settle as hot intrusions on its way through the crust and affect water that silts
through the overlaying bedrock. Whereas the bedrock frequently originates in various ways it tends to form
layers one on top of the other but can break, tilt or move for various natural forces. Through the resulting
cracks, water mediates the heat energy in the bedrock to the surface, where water is present. Dry geothermal
areas exist, where water or another media has to be pumped down to extract the thermal energy.
Geothermal energy has been directly utilized for e.g. bathing and washing since the dawn of man. For
electricity production on the other hand, geothermal steam began its energy source history in the beginning of
the 1900s or on July 15th 1904 to be exact. On that day Prince Piero Ginori Conti lit five light bulbs by
electricity produced through steam emerging from vents in the ground at the Larderello geothermal field in
Italy. This experiment led to the establishment of the world‘s first geothermal power plant in 1914, see Figure
4 within the same area. (Geothermal Networks, 2008)
Figure 4: Workers at the first geothermal power plant, Larderello, Italy (REUK 2007)
Today, the exploitation approach depends highly on the information on the field that is gathered BEFORE it
begins and the geophysical reactions to the exploitation. Sophisticated studies with seismic measures,
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magnetic mapping and geo-surveying, areal photographing, thermal and resistance measurements, are
therefore essential to estimate the size, refurbishment and possible extent of exploitation of each system.
These measurement techniques were revolutionised during the 20th century, but so has the technology to
exploit the energy source itself. (Gudmundur Palmason 2005)
In 2005 the reported installed geothermal electricity generating capacities worldwide amounted to 9064 MWe,
(lead by USA, then the Philippines and Mexico) distributed within 24 countries and meeting the total
electricity needs of some 60 million people - roughly the population of the United Kingdom (Geothermal
Energy Association 2009). Non-electric uses of geothermal energy in the world (2000) amounts to the
installed thermal power of 190700 MWt (lead by China, then Japan and Iceland). Assuming 90% of maximum
yearly production loads (allowing 10% for maintenance and other non-production time) this would amount
to approximately 70 TWh/yr, which is still much less than the assumed global potential given in Table 1
below.
Table 1: Geothermal potential world-wide (IGA, 2001)
HIGH TEMPERATURE resources suitable
for electricity generation
LOW
TEMPERATURE
resources suitable for
direct use
[mill. TJ/y of heat]
(lower limit)
Conventional
technology
[TWh/y of
electricity]
Conventional and
binary technology
[TWh/y of
electricity]
Europe 1830 3700 > 370
Asia 2970 5900 > 320
Africa 1220 2400 > 240
North America 1330 2700 > 120
Latin America 2800 5600 > 240
Oceania 1050 2100 > 110
World potential 11.200 22.400 > 1.400
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In 2008, there were 7 geothermal power plants producing electricity in Iceland, of which 5 are combined heat
and power plants. The three that are not, give rise to hot brine in areas where the demand for heating has
been met. On the other hand the aim is to use the waste heat to drive low heat electric turbines to enhance
even further the efficiency of the power production. An overview of the Icelandic energy plants is given in
Table 2 and their locations shown on the map in Figure 5 .
Table 2: Geothermal power plants in Iceland
Sign on map
Plant type
Plant name Start-up year
Electrical power
Heat power
Owner
CHPP Bjarnarflagsvirkjun 1969 3 MW 4,4 MW (17 l/s)
LV
PP Kröflustöð 1978 60 MW LV
CHPP Svartsengi 1978 75 MW 150 MW (240 l/s)
HS
CHPP Nesjavellir 1989 120 MW 90MW
300 MW (1640 l/s)
OR
CHPP Húsavík Power Plant – A low heat power plant
2000 2 MW (95 l/s)
OH
PP Reykjanes 2006 100 MW HS
CHPP Hellisheiðarvirkjun Nov 2007 When completed
2006 123 MW 300 MW
400 MW
OR
NOTE:
An LCA was made on the Nesjavellir power plant in 2006 based on figures from 2004. Quoted
figures of emissions from Nesjavellir within this report, builds on the conclusions of this
study and therefore refers to the installed electrical power at that time or 90 MWe and thermal
capacity of 200 MWth. Currently though (2010), the size of the plant has grown to 120 MWe
and 400 MWth.
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According to energy statistics (Orkustofnun 2009) installed geothermal electrical power in Iceland totalled
483 MW in 2009 and increases to 660 MW when Hellisheiðavirkjun is completed and to 790 MW if the
existing extension plans follow through. Geothermal energy fulfils approximately 65% of the total Icelandic
primary energy consumption - 110.000 TJ in 2006.
The electricity production from geothermal power plants is about 2630 GWh per year, which is roughly 27%
of the total electric energy production in Iceland (Orkustofnun, 2007).
Figure 5: Map of Iceland showing placements of geothermal power plants (Landmælingar Íslands, 2009 #214)
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2.1 Advantages and Disadvantages of Geothermal Energy
Geothermal energy is defined within the European Union directive 2009/28/EC with EEA relevance
(European Parliament 2009) as a renewable energy source and is grouped together with solar, wind, biomass
and other alternative energy resources because the source of the heat is considered to last as long as the Earth
itself; nuclear reactions inside the planet are the ultimate source.
Furthermore, it is labelled as environmentally friendly, based on the relatively low land use and low emissions
of greenhouse gases compared to fossil fuels (see Table 3 and Error! Reference source not found.). Still
there have been some disputes about the validity of these definitions (See report section 2.4 Renewability and
Sustainable Use and (Gudmundur Palmason 2005) and (Jón G Kristjánsson 14th May 2009).
Table 3: Comparison of CO2 Emissions (Bloomfield et al. 2003) the value of 0.2 lbs CO2/kWh is the weighted
average of U.S. geothermal generation based on 2002 EIA data. Comparison of land requirements for base load
power generation (REPP 2008)
Power Source CO2 Emissions (lb/kWh)
Power Source versus Land Requirement (Acre/MW)
Geothermal 0.20 1–8
Natural gas 1.321
Oil 1.969
Coal 2.095 19
Nuclear 5–10
The obvious advantages and disadvantages of geothermal energy utilization, with regards to environmental
impacts, are presented in Table 4.
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Table 4: Advantages and disadvantages of using geothermal energy sources
Advantages Disadvantages Double dividends
No road transportation of energy
needed from energy production site
to users
Exploitation brings minerals from
the earth crust up to the surface;
these minerals sometimes interfere
with the biosphere as pollutants.
Lost natural springs on surface; less
attraction for nature tourism.
Geothermal power plants have
attracted energy interested tourists
Can be used sustainably for centuries
(Gudni Axelsson 2005).
Can cause heat pollution from waste
water (if water is not re-injected)
Roads leading to geothermal spots in
context with power plants open
access for tourism or other activities
Established energy technology and
exploitation possible without high
tech installations
Needs very tight monitoring and
stepwise approach if exploitation is
to be kept sustainable
The technology that has been
developed and used with geothermal
sources is useful also with heat
pumps and other heat sources
Small land area needed as compared
to hydro dams yet similar to wind
farms
Where geothermal spots have been
overexploited or mismanaged the
geothermal system is no longer suited
for use (see experience from New
Zealand)
The success of reinjection depends
on the temperature of the injected
brine. The more brine that is
reinjected the longer the pressure can
be maintained. But the hotter the
reinjected brine the less efficiency is
gained from the energy installation.
Reinjection could hinder natural
inflow of brine into the geothermal
system and since the reinjected fluid
is usually colder than the inflowing
brine, it could cool down the system.
Facility can be integrated with
landscape
Possible seismic effects (from re-
injection or land subsidence).
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Possibility of co-generation of
electricity and thermal energy for
cascade use.
High heat availability bound to
geothermal, often volcanically active
regions.
Generates continuous, reliable
―baseload‖ power when well
managed
Emissions increase and spread
further as compared to natural
emissions
High energy concentration; Cheap,
compared to many natural sources
Odours from escaping gases.
Immune from weather affects, i.e.
vagaries of rainfall, wind, sunshine
Possible land subsidence.
Independent of season
Low emissions of greenhouse gases
compared to fossil fuel
NOTE:
Chemical emissions during operational phases of geothermal power plants are not caused
by combustion of any kind. Emissions of CO2, H2S and other emerging compounds
naturally accompany the geothermal steam and fluids, and can vary substantially in types
and amounts from one location to another, depending on geology. Emissions of these
compounds also occur naturally from unharnessed geothermal areas to some extent
(existing quantity measurements inconsistent) and the impacts of harnessing a geothermal
area on the total emissions (natural and through boreholes) is a matter not yet agreed upon
within geothermal research circles. (See further information in report section 2.2
Background Emissions from Geothermal Fields)
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2.2 Background Emissions from Geothermal Fields
Even from natural unharnessed high temperature geothermal areas a considerable amount of geothermal
gasses seep into the atmosphere, due to the permeability of the ground layers. Also, natural geological activity
can give rise to similar emissions and heat impacts even if they are not exploited for energy service.
Measurements of the background concentration from natural activity are rare.
Different opinions have been set forth on how much harnessing these areas change the natural outlet of
gasses but most experts agree that the free flow of geothermal steam through boreholes increases these
emissions. This is due to higher release rate of the gasses through the ready outpouring of geothermal steam
and gasses through the boreholes but also because some of the natural geothermal gasses are quite reactive
and are either bound in the strata or transformed into less harmful substances on their way through the
natural crust.
Halldor Armannsson reports that within the high temperature geothermal area at the Reykjanes peninsula
natural flow of CO2 from the surface has been approximately 16% of the emissions existing after the energy
exploitation began. In the Krafla area, North Iceland, on the other hand natural emissions exceed those from
the respective energy plant. It is eventually the change in magnitude, the distribution, faster accumulation,
change in the disposal area and the life time of the sources that can be allocated to the human exploitation.
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Figure 6: Emissions of two airborne compounds from unexploited geothermal areas and from power plants.
(Fridriksson Þ 2010)
Figure 6 compares the emissions from a geothermal field in the natural state and after harnessing. In this case
the measurements show decreases of the natural emissions from a field when the area is harnessed, but on the
other hand a substantial amount of emission is added through ducts and mediums. That can lead to the
assumption that when geothermal areas are harnessed the selected gasses (CO2 and H2S) have easier escape
routes through the wells and other structures than through the soil/gas channels.
Also when an area is harnessed there is a certain pressure release so there will be less pressure on the gasses
to push up through the soil. In this case the total emission of the two compounds is substantially increased.
Hrefna Krismannsdottir along with a team of Icelandic scientists estimated both natural H2S emissions and
emissions from energy plants at various geothermal fields in Iceland in 1996. They concluded that at
Nesjavellir the proportion between natural and plant emissions was 140 t/year of natural emissions and 1880
t/year from the energy plant, that is a proportion of approximately 7% of the total emissions are natural
emissions from the geothermal field. (Kristmannsdottir et al 2000)
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Þrainn Fridriksson et al have followed the rate of emissions and concentration of elements in geothermal
fluids in the Reykjanes area between 2006 when the power plant was established and throughout 2009. The
concentration of many non-volatile constituents in deep fluid generally increased in the first few samples after
May 2006 but the trend reversed in most cases.
Figure 8: Measured concentration of four elements in geothermal in Reykjanes fluids plotted for 3 years. Each
well has its own colour (Fridriksson Þ)
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The emission patterns are still poorly defined; each well displays different pattern for a given constituent and
the concentrations of different elements within a given well do not seem to fluctuate in sync with each other.
The observed changes in the fluid chemistry may result, to some degree, from analytical uncertainty but other
factors such as boiling, inflows of cold seawater or freshwater, changing temperature in feed zones, different
water/rock ratios that the fluids have experienced may also play a role. (Fridriksson Þ)
The point here is to realise that concentrations of elements in the geothermal brine that flows through the
plant may change with time as well as the airborne emissions.
2.3 Environmental Impacts from Geothermal Energy Plants
Generally, the environmental impacts of geothermal power generation and direct use are minor, controllable,
or negligible. (Rybach 2003). In a lecture (21st of April, 2009) on the environmental impact of geothermal
utilization at the United Nations University Geothermal Training Programme, Halldór Ármannsson
addressed the issues as shown in Table 5.
Table 5: Environmental impacts from geothermal sources
Issues Examples Mitigation
Surface disturbances
Excavation
Construction
Roads
Landslides
Scenery
Changes in surface activity
Untidiness
Keep to a small area and confine the usage area to the same spot as was used as drill site
Test holes usually disappear shortly after use
Abandoned boreholes can be hidden with material from the area
Good housekeeping at site
Physical impacts,
Subsidence, the area Slower excavation
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fluid withdrawal
sinks
Lowering of groundwater table
Changes in surface manifestation
Steam pillows
Seismicity
Reinjection
Natural seismicity needs to be taken into account in design and during construction
Should be measured and controlled.
Induced seismicity occurs when fluid is withdrawn, not very serious
Fluid injection. Problematic if injected into fault with significant level of shear stress at pressure exceeding critical faulting level.
Thermal pollution
Heat lost into environment means loss of energy efficiency
Direct disposal means changes in ecological balance
Use in cascade manner
Evaporation most economic means of dissipating heat from plant
Use waste water in fish farming
Reinjection
Chemical pollution
Chemicals diffused to air
CO2, H2S major offenders
CH4 (methane), Hg (Mercury), Rn (Radon), NH3 (ammonia), B (Boron) are minor offenders with different level of toxicity and lethal doses. Elements and chemicals vary much between sites, depending on reservoir bedrock, temperature and amount of brine
Removal of H2S is based on oxidation. This reaction is used to eliminate oxygen in the heating service system to prevent corrosion and scaling.
Chemicals can be accumulated in ponds that become sealed by silica so that it grows out of accepted size. Such slush can be hazardous to life.
Flocculation in water removes most constituents but the condensed material needs to be disposed of.
Reinjection solves most pollution problems. Needs monitoring
The extent of mitigation depends on the nature of the impacts, the gravity and urgency of the impacts, diffusion and weather condition, previous natural activity, smell, closeness to densely populated areas and agricultural activity,
Chemical pollution
Chemicals to be found in soil
CO2 accumulates in soil in area near energy plant
CO2 can bind to minerals in the bedrock and precipitate in carbonates. CO2 that is dissolved in fresh water will induce pH 3-4 and dissolve rock and release Ca+2 and other ions to form new minerals.
The reservoir will gradually clog up by the secondary minerals that can be subject of changes by different pH status. Note: The steps in this procedure or the Carbon sequestration project (OR 2008) is still under study
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2.3.1 Mitigation Measures
Mitigation actions can vary and some societies have set more strict regulations concerning allowed emissions
and mitigation actions. Reinjection of the geothermal brine is becoming more common.
Advantages of reinjection of brine:
Stops most pollution from brine
Avoids fluid depletion and may ensure longer lifetime of reservoirs
Prevents temperature changes at surface
No formation of large brine ponds.
Difficulties:
Clogging of wells and pores by deposition
Can cause cooling of reservoir
Energy production in a geothermal power plant emits less CO2 than energy generation from fossil fuel types
(oil, coal, natural gas) and becomes similar to that of PV and hydropower in vegetated areas. Still, there are
some chemical compounds in the emission and wastewater of these plants that characterises the use of
geothermal heat. These emissions come from either the steam phase and become airborne or they are
dissolved in the brine and are distributed according to its fate.
Factors such as field temperature can influence the ratio between the compositions of gases and there is
much variation in ratio between geothermal areas. Airborne emissions of gaseous compounds from high
temperature geothermal areas are considered to be much more than emission from low temperature
geothermal areas (Ármannson, 2002).
2.4 Renewability and Sustainable Use
A debate has been going on within the global geothermal arena regarding a definition of sustainable use of
geothermal energy and its renewable nature. An example much quoted for non-sustainable use is Rotoruea
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New Zealand, which currently gives 20% of the energy it gave in 1985. Out of the 750 boreholes that were
drilled many were closed and in 1990 reinjection of brine started and the use capacity was set at 20% of the
original plant size. The geothermal energy plant at Lardarello has been operated for more than 100 years
which is the longest history of exploitation. Since the 1950's the steam pressure from the Valle del Diavolo
site has fallen by 30% (REUK 2007).
Some scholars claim that this life span is concurrent with mining, just as coal reserves may last for a few
centuries. In his Geothermal book (Jarðhitabók), Guðmundur Pálmason, former head of the geothermal
department at the Icelandic Energy Authority, states (page 76, transl. by Maria Maack):
“It is normal understanding that renewable should mean that the source should replenished
at the same speed as it is used or at least that the source is replenished on the same time
scale as it is used”(Gudmundur Palmason 2005)
The Icelandic Energy Authority has been active in the discussion on renewability and sustainable use. G.
Axelsson et al have published various papers on the issue pointing out the following: Firstly, a note on the
concepts of renewability and sustainability: Often these two concepts are intermingled and wrongly so.
Renewability of an energy source has to do with the intrinsic characters whereas sustainability has to do with
how this source is being utilised. (Gudni Axelsson 2005).
For geothermal energy the renewability issue is twofold:
1. Mass extraction. Thermal energy is drawn from the geothermal system by extracting high
temperature brine from the ground. This decreases the water level in the system and thus, the
pressure. The sustainability level of a given geothermal system is then dependant on the permeability
of the ground layers and the availability of hot ground water, and hence how readily new geothermal
liquid replaces the removed brine (mass flux). Properly planned reinjection of brine can be of benefit
here.
2. Thermal energy extraction. Geological circumstances and the brine-thermal source interaction
determine the thermal energy content of the inflowing brine, which is replacing the extracted fluid.
Usually, the thermal extraction is more rapid than the energy flux from the heat source to the
replacing brine. In such cases, the energy reserve is affected such that the reservoir temperature will
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decrease. Consequently, the thermal energy content per unit of extracted brine will decrease and
added mass of brine will be needed to produce the same amount of electrical energy.Renewability is a
measure of the speed of replenishment of the source, but sustainable use means to use no more than
the replenishment can refill, for prolonged episodes. Geothermal systems must therefore be studied
closely before they are exploited in order to establish the capacity. Close monitoring of the
geothermal source, and measurements including temperature, pressure etc assist in following up any
changes.
The main debate concerns which reference time frame is acceptable. Life time of energy plants are set to 30-
50 years, but this may concern the useful life of the equipment and payback time of the relevant investments
rather than the possible period of exploitation. Other authors extend sustainable use to a period of 100 or 300
years. The National Energy Authority in Iceland has put forth the following definition of sustainable use of
geothermal sources and this will be the one referred to within this project:
For each geothermal system and for each mode of production there exists a certain level of
maximum energy production, E0 below which it will be possible to maintain constant
energy production for a very long time (100 – 300 years). If the production rate is greater
than E0 it cannot be maintained for this length of time. Geothermal energy production
below or equal to E0 is termed sustainable production while production greater than E0 is
termed excessive production. (Gudni Axelsson 2005)
Grimur Björnsson, geothermal expert, describes an approach where the speed of exploitation can be selected
according to intended use, intensively for a shorter period of time or on a low impact scale for a longer time.
The replenishment takes place after the exploitation has been withdrawn. The fast use can be economically
viable ((Grímur Björnsson 2008). According to this understanding, two more definitions are added here from
the Environmental Impact assessment for the power plant of Bitruvirkjun which is in the planning and design
phase:
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Reversible exploitation1: The use of geothermal energy where the natural unharnessed state of the
geothermal system can be restored by ceasing the exploitation and wait for the mass and energy to
return to the original level.
Excessive Exploitation2: Geothermal exploitation that uses mass and heat from a geothermal
system faster than its natural replenishment and increased inflow provides. (VSÓ 2008) (transl. by
Maria Maack):
If an energy plant is used for 50 years then the source should hold the same capacity 50 years after the plant‘s
dismantling and in the same spot. S. Arnórsson, professor of geology at the University of Iceland often
quotes G. Pálmason and insists that all uses of geothermal energy is a form of mining. Other experts agree
that careful monitoring of the system is essential and that exploitation can only be sustainable if the source is
used according to its capacity and natural replenishment. A normal precaution is to plan the usage in a
stepwise fashion and only enlarge energy plants in accordance with a generated system‘s model and eventual
model simulation.
2.4.1 Extension of Environmental Impacts in Time
In view of the section before it is evident that life time of plant and the life time of geothermal source differ.
Power plants are discounted in 30 - 50 years as investments. External impacts and costs accrue throughout
the preparation phase, life time of plant and during dismantling a period of 50 100 years. If a geothermal
source is used sustainably the life time should be 100 – 300 years. Based on the National Energy Authority
definition environmental impacts will be set and evaluated in this document as reigning for 100 years, or three
generations.
1 Jarðhitavinnsla þar sem endurheimta má ótruflað ástand jarðhitakerfisins með því að stöðva vinnslu og bíða jöfnunar á massa- og orkuforða. 2 Jarðhitavinnsla sem gengur hraðar á massa- og varmaforða jarðhitakerfis en náttúruleg endurnýjun og aukið aðstreyma gefa.
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2.5 Introduction to the Geothermal Energy Plant Process
Depending on temperature and the system characteristics, geothermal energy can either be used for heating
purposes only or both heat and power production. Most commonly high temperate fields are harnessed
through combined heat and power generation, first separating steam from the geothermal fluids, to generate
electricity in turbines and then the ―leftover‖ steam and the separated brine, for heating.
If merely the geothermal steam is used for electrical power generation, the total efficiency of the power plant
is approximately 10 – 20%, between the incoming energy in the steam and the outgoing separated brine and
waste water. When both steam and brine are used for combined heat and power production the efficiency
rises to 60 – 90%, depending on the temperature in the outgoing medium at the last step in the cascade.
The following process outline is based on the type of power plant at Nesjavellir, which is a combined heat
and power plant. A process overview is given in Figure 9.
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Figure 9: Flow chart of the geothermal fluid through Nesjavellir power plant.
The main process steps (referring to Figure 9 ) at a binary power plant such as Nesjavellir are:
Pumping of geothermal fluid and cold ground water from wells (1)
Separation of the steam and water (2, 3)
Steam flows to the turbine which turns the generator (11)
Brine and cold ground water go through heat exchangers and the heated groundwater then to district
heating. The condensed steam is either reinjected into the geothermal system or disposed off on
surface
Pumping of water to district heating service storage (9)
Geothermal steam and water from the production wells are gathered in a central separator station where they
are separated. The geothermal fluid (brine) is either reinjected into the geothermal system or disposed of on
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the ground surface, where as the steam is transported through pipes to the power generating turbines. On the
way, moisture separators are installed to remove any moisture that could be left in the steam. At Nesjavellir,
each turbine has a rated capacity of 30 MW and requires around 2 kg/s of steam at a pressure of 12 bars to
produce 1 MWe (Gislason, 2000).
Fresh, cold groundwater is first used in the condensers to cool down the exhaust steam from the turbines and
to preheat the fresh water. After passing through the condensers, the fresh water is transported to the heat
exchangers where it is heated up with the brine that was separated from the steam. This combined heat and
power utilization releases less heat to the atmosphere than conventional geothermal power plants and
increased the total plant efficiency. (Ballzus et al., 2000).
Table 6 shows the mass and energy flow for different phases using the same numbering as the process steps
in figure 9.
Table 6: Mass energy flows and power at the Nesjavellir geothermal plant in 2002.
Kg/s MW
1.Geothermal fluid from wells 316,5 568,6
2. Steam I 152 427,3
3. Geothermal water 164,6 141,3
4. Excess steam II 9 19,2
5. Excess water from wells 57,5 49,2
6. Steam to turbine 143 408,1
7. Water to heat exchangers 107,1 92,1
8. Cold ground water 1434,5 61,3
9. Heated water 668,1 237,2
10. Heated cooling water 771,4 193,5
11. Degassing - -
12. Electricity produced - 73,8
Information from Orkuveita Reykjavikur
Process
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In 2002 geothermal fluids were pumped at Nesjavellir from 14 holes (1000-2200 m deep)with temperatures
ranging between 270−360°C, pressure between 10-40 bars, and enthalpy in the range of 1500-2600 kJ/kg for
the different wells. (Mailänder, 2003). Wastewater, with temperatures from 46-100C° is either pumped back
into the ground through shallow holes or disposed of into the Nesjavellir stream. (Snorrason et al., 2004)
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REPORT SECTION II -
METHODS
METHODS, THEORIES AND TOOLS FOR EXTERNALITY EVALUATION
Report Section II is structured as follows:
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• 3.1 Economics of External Costs
3 INTRODUCTION TO METHODS
• 4.1 Environmental Impact Assessment (EIA)• 4.2 Tools for Characterising and Quantifications• 4.3 Tools to Assess Externalities• 4.4 Life Cycle Assessment (LCA) and External Costs
4 TOOLS TO QUANTIFY, EVALUATE & TRANSFORM IMPACTS INTO MONETARY TERMS
5 SUGGESTED EXTERNALITIES EVALUATION TOOLBOX
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3 Introduction to Methods
This chapter is intended to outline the basic ideas behind the evaluation of external costs in general. It is
meant to give meaning to new concepts that have entered the professional‘ scene of engineers, economists,
evaluators and planners, energy development and decision makers. Various disciplines are bound together to
form a holistic approach to evaluate the different external costs and present a useful tool kit for externality
studies.
In the cases where assumptions may be questionable, the study rather gives substantiation and references to
these instead of skipping the aspects in question. The suggested approaches may therefore benefit from
discussions, further development and adaptations.
This study will not highlight all the benefits of geothermal energy resources that provide huge
valuable societal service, namely clean power and central heating. It goes without saying that the
benefits are much higher than externalities. The usefulness is seen for example in the form of local
income; know how, energy savings, bathing pleasure, fresh image and steam, heating and pressure
for industrial processes prolonged for generations. The indirect benefits of geothermal energy could
probably give rise to a similar study, but these are left out of this evaluation of external costs from
geothermal energy plants, simply due to time and fiscal restrictions.
First an overview will be given as to why pollution or other infringement in the natural habitat is considered
at all to be an economic dilemma. As the work unfolds, substantiation for the pricing of environmental and
social costs of specific aspects for this service will be described. Examples will be put forth for the case study
of the Icelandic geothermal energy plant Nesjavellir, only to show how monetary values can be set in context
with results from Life Cycle Analysis. An attempt will be made to put price-tags on all kinds of eventual
impacts and justifications made on how to evaluate them both in quality and quantity from a selected
example.
As the main goal of this work is to raise awareness of the eventual evaluation methods and introduce how
aspect categories can be handled and included in costs the methods will be substantiated first in theory, then
the tools will be explained, and lastly some new approaches will be suggested and substantiated and tested
with examples. Hopefully people will be tempted to suggest comments, suggest modifications and apply them
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to similar problems. The overall outcome should be an attempt to harmonize the comparability of all energy
sources.
3.1 Economics of External Costs
The global economy is losing more money from the disappearance of forests than through the
current banking crisis. "So whereas Wall Street by various ca lculations has to date lost, within the
financial sector, $1-$1.5 trillion, the reality is that at today's rate we are losing natural capital at
least between $2 and $5 trillion every year." (Quotation I: Pavan Sukhdev, Managing Director in the
Global Markets division of Deutsche Bank AG, BBC, 10th Oct 2008)
Economic theory considers individuals as rational consumers that will maximise their benefits from each
transaction while allocating their scarce income between all choices on offer, putting their basic needs first.
The public is used to discuss value in terms of prices and a free market where information on products and
services is free and accessible. The accepted norm is to look at the market as a reliable mechanism to settle
prices. IN this way market transactions are the most efficient way we have found to allocate scarce resources
for acceptable price. The drawback is that some assets, often essential public goods are not normally
exchanged on a market and carry accordingly no price tags.
It is considered good policy to keep constant economic growth. This is according to both growth of
populations and more people that enter the work market, but wellbeing is highly dependent on the economy,
and raised income is set in context with raised social welfare. But in the 20th century signs, began to emerge
showing that there are limits to economic growth. During centuries the natural resources and waste from
human activities that are disposed into the natural cycles have been ignored as these were not considered
limiting, only the economic income.
Resources are limited and cleaning mechanisms of ecological systems that provide clean water and air, bind
carbon dioxide, prevent ultraviolet light to reach the earth surface, etc have reached their limits in certain
locations. This ecological disturbance and the decreasing capacity for diluting harmful emissions that are
essential for all live forms have are reaching the planetary scale (as with global warming and rupture in the
ozone layer) while the human undertakings have reached most biotopes on Earth.
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Regulations that apply for the allocation of public funds have been set to avoid influences of this sort and
unethical use of public assets. When negative external impacts are not inherent in the price of the good or
service it is called a market failure, but beneficial external impacts only add to the social benefits and
consumer surplus. (Boardman 2006)
The vast social impacts from the human economy is currently forcing economists to rethink their theories
and influences to a high degree the way we evaluate our common capital. The latest Nobel price laureate,
Elinor Ostrom was for example rewarded 2009 for her analysis of the economic governance, especially the
commons.
According to Jonathon Porrit at Earthscan, UK, values fall into five main categories which all are within the
boundary of the planet we live on. These are: the Natural capital, the Financial and Manufactured capital,
Social and Human capital. Referring again to the economic concepts of allocating scarce means to selected
ends it should not be overlooked that humans do have different goals in life and their means vary across
society, continents and hemispheres. Porrit shows the ultimate and intermediate means that are available to
achieve intermediate and ultimate ends.
From societal discourse and analysis on proposed energy projects (Sólnes Júlíus 2003) and their costs and
benefits, we know that people refer to sentiments plus scientific facts when supporting their view. Some may
have religious reasons to support or decline ideas others refer to economic costs and benefits. Can one value
be discarded and another given full dominance?
Figure 10 shows which tools are used to describe and analyse each level, and the type of value that is
accepted in various societal niches. Whether or not these are scientifically proven values there are other ideas
that fit better the social niches and these values have to be at least considered when a broad coalition is to be
formed for supporting new schemes. If we agree on this categorisation, governance bodies need to apply
policies that consider and account for them and steer common development towards the goals of respecting,
saving and adding to these values; in other words keep within the frames of sustainable development.
Therefore the evaluation should be adopted.
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3.1.1 Basics of Ecological Economics
Quotation II
No-one can predict the consequences of climate change with complete certainty; but we now
know enough to understand the risks. Mitigation - taking strong action to reduce emissions - must
be viewed as an investment, a cost incurred now and in the coming few decades to avoid the risks
of very severe consequences in the future. If these investments are made wisely, the costs will be
manageable, and there will be a wide range of opportunities for g rowth and development along
the way. For this to work well, policy must promote sound market signals, overcome market
failures and have equity and risk mitigation at its core. (Executive summary of the Stern report)
Economy
Society
Human capital
Social capital
Manufactured capital
Financial capital
Natural capital
Natural capital Ultimate means: Solar energy, biosphere services, raw materials, biophysical cycles, soil fertility etc
Intermediate means: Finance, tools factories, prcessed raw materials, communication systems
Intermediate ends: Health, leasure, mobility konwlede community consumer goods wjattlh employment
Ultimate ends: Happiness, harmony, identity, fulfillness self respect,wellbeing, transcendence, enlightment
Political Science
Theology and Ethics
Science and technology
Figure 10: Adapted from The five capital framework (Porrit 2007)p. 141)
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External costs and un-marketed goods have been a topic within Environmental Economics; it suggests to
internalize the externalities and put price tags on all aspects that market transactions imply. Currently a new
paradigm is emerging within economic theory, one that claims that the global economy should rightfully be
termed ‗Ecology of Humans‘ whereas it evidently is rooted and will only grow according to the dynamics of
in the Earth‘s ecosystems‘ boundaries (Costanza, Cumberland et al. 1997) The prevailing economics in
industrialized societies, whether socialistic or capitalistic in their form have so far ignored natural resources
and natural sinks for processing waste as a limiting factor for the economy. Natural services that dilute
pollution to supportable doses and provide clean air, water and soil are valuable public goods that cannot be
bought but industrial activities depend on these same processes without adding the cost to the price of their
product or marketed service. But should these services become scarce or the processes become infringed, the
value may grow to extremes: The price for clean life supporting air or water would become so highly desired
that all means would be allocated to these natural
services. The sensible thing to do is to avoid a
situation by mitigating the problem before it
strikes. But whereas the changes are not so evident
to each individual and the most convenient way is
to keep business as usual, and ignore the call for
action to save the environment. But most societies
are starting to head the call.
Figure 11: The four capital categories as presented
by the Gunder Institute, University of Vermont
(Roelof Boumans 2002)
A way to put a price on natural services has been developing. Scientists have monitored changes and drawn
up eventual consequences that may strike the next generations and the costs of either letting these changes
occur on one hand and on the other to mitigate the impacts on the environment and prevent problems. This
is done by first realizing the real costs of products and services, and to use parts of the income to mitigate the
expected impacts at the source. Environmental Economics recommend that governments should introduce
different taxations and environmental charges to steer the demand and supply according to the carrying
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capacity of the environment and urge recycling. This includes looking at growth as an increase in quality of
life rather than quantity of growth and consumption.
The Stern review (Stern, Treasury et al. 2006), a benchmarking report that analysed studies that show that the
environment is becoming impaired because of the accumulation of Carbon dioxide in the atmosphere. The
review verifies the prognosis and puts the damage in economic terms. Then the review compares what would
be the less costly option: to either start acting now to mitigate the climate change in the current situation with
the costs that the impacts on the economy would have if the climate is allowed to unfold as predicted.
Even thought the marginal damage from the consumption or service provided to each consumer, the mere
size of the accumulated human activities is already having an impact on the global biosphere. The difficulty is
to find the exact point of when mitigation costs equal the supportable damage cost and the amount of
damage which is tolerable for each aspect. According to the principles of the Agenda 21 it should be the
polluter that pays and therefore the external impact on common values should be incorporated in the price
that the producer and the consumer exchange in their negotiated price; the charge for external costs should
by principle be used to mitigate the damage, restore the lost value or add to the value of the (natural) capital
that provides the services. If each unit of service pays for the full cost of that service, the size of the capital
should be kept unchanged and the flow of service intact. The problem is to find the exact cost of the service
and the marginal damage from each unit and decide how to allocate this amount to the right service, or
combined functions. That issue is the core ingredient of the following sections, but first the effect of
economic growth and scale.
3.1.2 The Effects of Scale
A major difference between the old and new economy - paradigms are speculations on the scale of the human
economy. In (neo)classic economics no limits to either size of resources or speed of the throughput of
materials and energy were considered because the wellbeing of humans was attached to alleviating poverty
and increase economic growth. Growth has been used similarly as the word development.
In Ecological Economics on the other hand the size and growth is put in context with limiting ecological
factors and a difference is made between quantitative and qualitative development. A basic prerequisite for
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sustainable development is to find an optimal or appropriate scale and limit economic growth to qualitative
growth rather than quantifiable growth. Figure 12 shows the main idea of the scale dilemma.
In 1972 the famous Roma-club drew attention to the foreseen depletion of non renewable resources and the
limits this poses to the exponential growth of human population and industrial output (Donella H.
Meadows 1972) the emphasis has currently shifted to the sink limits. Increasing concentration of CO2 in the
atmosphere and decreasing availability of landfill sites are well known cases. A problem that has been
acknowledged and tackled according to indicators of this kind is the Montreal Convention and the phasing
out of CFC to prevent breakdown of the Earth‘s protective ozone layer. Countries have also set management
schemes to prevent over-exploitation of renewable sources such as fish stocks and re-plantation has often
become a prerequisite for felling forests for wood cropping.
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Figure 12: Comparison of the economic system at the early stage of civilization as compared to the current
status. (MMaack after Goodland, Daly and Serafy 1992 as cited in (Costanza, Cumberland et al. 1997))
How large is the human economic system as compared to the earth‗s ecological system? Common practice
has been to use fossilized, limited energy sources wastefully, and in the process to override the carbon-
binding capacity of the Earth‘s flora. Raw materials have been concentred from mines using this same energy
source rather than from dispersed often life-threatening waste dumps whereas toxins have been set free.
Neoclassic economics – the accepted modern trend- have moreover spread the idea that money grows from
money and eventually natural resources have been less respected as assets or treated less respectfully than
private goods or financial capital. At the same time Economic transactions and human activities may already
have overridden the speed of natural processes that replenish renewable resources.
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Figure 13: Five types of capital values (MMaack based on Costanza).
In 1997 a groundbreaking article in Nature (Costanza 1997) the value of world‘s ecosystem services is
articulated and natural capital describe, d as well as the concept service flow. The authors laid out 17
categories of eco-functions and services that are valuable to human life and health and fall under renewable
natural resources. These are: Gas composition and regulation in the atmosphere, climate regulation,
disturbance regulation and resilience against turbulence, water supply, water regulation, erosion control, soil
formation, nutrient recycling waste treatment and degradation, pollination, biological control of populations,
refuge, food production, raw material replenishment, genetic resources, recreation and cultural aspects that
we use in aesthetic creations, education, spiritual and scientific functions. Not only life functions but also
industrial process depends on these functions that are in other terms called service flows from the Natural
Capital (see Figure 11 and figure 12). The larger the capital the more service it can provide. The limits to
growth and replenishment of life lie within the boundary of the Natural Capital. Damages to that will
decrease total value.
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How much would the service of the ecological system be worth in economic terms if technology were to
substitute the natural functions? Their response was that at that stage the ecologic services were on the same
scale in economic terms as the entire human economy. If the limits of ecosystems‘ sinks were to be reached
then it would cost economic input from the human economy to provide the same services. In other terms,
external costs from human undertakings would cost more than it takes to protect the environment that
provides the same essential services. This view is repeated in the Stern report when describing the damage
expected from changed climate and the cost of mitigating these changes. Ecological sinks have moreover
resilience to change until their full capacity has exceeded and then the effects can cross into different
ecological functions that are not so easily returned to normal. This is the case of increased carbon dioxide
leading to higher temperatures that lead to thaw of permafrost and the escape of methane from stored
vegetative waste which leads to more emissions and still higher temperatures.
It is therefore considered more cost effective to prevent damage to the ecological system services rather than
to deal with the harm when it is already done. Earlier, manufactured capital was limiting, but with the
expanding scale natural capital and its process flows is becoming the limiting factor. Man made capital cannot
replace natural capital. Or, what good are power plants if the flow of geothermal heat is spoilt by
overexploitation, or what is the value of trawlers if the fish stock is gone? Therefore there must be limits to
the transferability between the capital types and how large infringements can be supported as externalities
from the development of manufactured capital onto the other types.
4 Tools to Quantify, Evaluate and Transform Impacts into
Monetary Terms
The approach to evaluating and pricing externalities exploits tools from the engineering, biological,
geographical and economic disciplines. Some of these tools are used extensively on an international basis and
have been next to standardized, while others are new and still undergoing tests and development. These tools,
their approach and assumptions and the appropriate contextualization will be described here very briefly and
appropriate sources quoted. Later these will be used to price externalities from geothermal energy plants and
examples given from case studies, mostly from Iceland and Italy.
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4.1 Environmental Impact Assessment (EIA)
Icelandic approach to manage the use of natural resources is bound by the Contract on the European
Economic Area, and follows EU directives on Environmental Impact Assessment (EIA).
On 6 June 2000, the EEA Agreement: Annex XX of Directive 85/337/EEC and 97/11/EC took effect in
Iceland and was amended by Act no. 74/2005 (effective from 1 Oct. 2005). According to the act, the
interpreted, main objective of the EIA is to take a proactive approach by investigating and minimizing
significant impacts of a certain project on the natural environment. Under Icelandic law, the scope of the EIA
extends into Icelandic territorial waters, air space, and Iceland‘s pollution zone. The costs of EIA procedures
must be met by the party responsible for the development project (including the costs of investigating
environmental impacts, publishing the reports and outcomes of the EIA, hearings etc).
In this framework and In the Directive, a project is defined as, ―Any type of new construction or alteration to
an existing construction and the concomitant activities.‖ The developer of a project is responsible for
conducting an EIA, more specifically and applied to this report, any power plant (geothermal) and other
thermal power installations with a heat output of 50 megawatts or more and other power installations with an
electricity output of 10 megawatts or more (art.18). Based on these definitions and framework, EIA
procedures begin when the party responsible for a development project (usually a private company or a local
authority) submits their own initial EIA to the Icelandic National Planning Agency. Within in this document,
the developer describes, relevant to the case presented in this paper, the geothermal project and alternatives
and how the project will comply with development plans (see Article 89. The report, to be termed an initial
environmental impact statement, shall be compiled by the developer, and its form and content shall be
consistent with the scoping document.. The report shall specify the impacts, cumulative and synergic,
direct and indirect, which the proposed project and concomitant activities may have on the environment
and the interaction of individual environmental factors.
When screening the foreseen impacts a few points are highlighted, these are to be considered
Indirect Impacts: Impacts on the environment, which are not a direct result of the project, often
produced away from or as a result of a complex pathway and sometimes referred to as second or
third level impacts, or secondary impacts.
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Cumulative Impacts: Impacts that result from incremental changes caused by other past, present or
reasonably foreseeable actions together with the project.
Impact Interactions (synergies): The reactions between impacts whether between just one project
or ones between the impacts of other projects in the area.
Based on these different categories of impacts, the EIA report shall explain upon what premises the
assessment is based. It shall describe the aspects of the proposed project which are regarded as most likely to
have an impact upon the environment, including its scale, design and location, compliance with accepted
planning, proposed mitigating measures and proposals for environmental monitoring where appropriate. The
main alternatives shall be considered and their environmental impacts shall always be explained and
compared. A non technical summary shall be prepared describing the report‘s main findings. The report‘s
findings shall include classification and criteria for the environmental impact of individual aspects of the
project, based upon guidelines issued by the Icelandic National Planning Agency, (art 8).
Afterwards the Icelandic National Planning Agency has two weeks to review and then publicises the report in
the legal gazette (Lögbirtingablaðið). During this period, the Planning Agency may also get other expert
opinions and comments on the initial EIA. As part of his responsibility, the developer must take notice of
comments and thereafter produce a final impact statement on the basis of the initial environmental impact
statement.
Although these guidelines are followed for a EIA report, there are a number of factors which will influence
the approach adopted for the assessment of indirect and cumulative impacts and impact interactions defined
earlier. Tools of assessment should be practical and suitable for the project given the data, time and financial
resources available. Key points to consider when choosing the method(s) include:
· the nature of the impact(s) can the area be resorted or are changes irreversible)
· the availability and quality of data
· the availability of resources (time, finance and staff)of each of the methods contained in the
Guidelines.
In the case of Iceland, changes to the scenery, not only scars or changes in the landscape and geological
formations but changes in the ―land of distant views‖ as denominated in the local language (Thora
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E.Thorhallsdottir 2002) have been a particularly difficult phenomenon to evaluate. This is likely because of
the particular features in the uninhabited land which for the most part host no forests that hide eventual
changes that are imposed by human projects. Natural phenomena that are very rare in other countries are also
almost common in Iceland examples are lava fields and areas coloured with geothermal deposits.
The EIA is done is site specific and done in context with each area that will be affected by project without a
general quantification. A master plan for the land planning that looks to energy harnessing and natural
protection is expected in 2010 but no attempt is made to set prices for the different types scales or
classification of land.
4.2 Tools for Characterising and Quantifications
This chapter outlines how descriptions in former sections can be quantified or described in units that later
constitutes price – units for external cost.
4.2.1 Life Cycle Assessment (LCA)
Life Cycle Analysis (LCA) describes and assesses the potential effects on the surroundings from a production
or service system. LCA allows for the identification of key impact processes and providing a basis for
environmental improvement. Thus LCA outcomes can be a good tool to help tot adapt industrial and process
design as to minimise the external impacts and optimise the system efficiency according to the desired
functions. LCA is a costly and tedious procedure whose quality depends highly on the accuracy of the data
that is fed into the modelling process. A few software versions are used widely, amongst them GaBi, the one
used to make the first LCA on the Nesjavellir geothermal power plant that is referred to in later chapters. An
extensive European project, NEEDS, which aims at setting prices on external impacts of energy technologies
(including nuclear, coal based, solar towers and wind plants) uses LCA as project data base that is
synchronised in a classification system called Ecospold. Ecosense is software that is used to interpret the
dataset into impacts (Andrea Ricci 2009).
LCA is used as a tool as a basis for externalities‘ evaluation because:
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LCA is a systematic approach to identify key environmental impacts of projects throughout their
preparation, operation and dismantling
Provides a basis for environmental categorisation,
Gives opportunities to compare and improve systems or products
Is attached to units and therefore adapted to scale
The usefulness of such an approach should be to influence the process design and lead the decision making
towards evaluating external costs in their cost benefit analysis before realizing projects. The results should be
an opportunity to take both economic and environmental performance — and their trade-off relationships —
into account in product/process design decision making but in a systematic and scheduled way.
The LCA method allows for a comparison of the same unit of service and the environmental performance
between different sources. In the case of energy services it would be 1kWh.
4.2.1.1 THE MAIN STEPS IN LCA
To follow the procedures of a life cycle analysis (LCA) please refer to the 14000 ISO standard family
(Standardization 2010). Two LCA studies are quoted frequently in this report for reference. The former LCA
is on Nesjavellir energy plant (Kristjansdottir, 2006), at the size 90MWe which is a combined heat and power
plant and the second for Bagnore3 power plant in Italy (Orsucci Paolo 2005). The phases are separated into
A) the construction phase, B) the operation phase and C) the end of life phase.
1. Goal and scope are defined for the study.
2. Inventory analysis: Detailed data is collected on all inputs and outputs during all phases of the energy
plant. These inventories show type and quantity of material and energy during the entire lifetime,
including disposal. The quality of the outcome rests to a high extent on the quality of the data and
this phase of an LCA can be tedious and time consuming. The database that forms during this step is
valuable for later references.
3. Impact assessment is the software output. It is a compilation of the type and quantity of external
potential effects that arise from the inventories. The use of certain grades of steel in the construction
for example would eventually have both health and environmental impacts during its manufacturing
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and its transportation to the building site. The natural geothermal activity may also have had impacts
before the plant comes into realisation, and these should be subtracted from the impacts after the
construction. The potential effects are classified into preset categories that give insight into
environmental relevance of the inputs and output.
4. The Evaluation and interpretation stage describe the extent of impacts.
Figure 14: Boundaries for the LCA study, Bagnore 3.
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The goal and scope section describes why the study is being carried out, how detailed it should be and how
the results should be presented. In the goal and scope section the functional unit, reference flow and the
system boundaries are defined.
4.2.1.2 BOUNDARIES
The system boundaries follow the energy and material needed to construct, run, maintain and dismantle the
energy plant. The material is quantified and its origin and processing of each unit is added up to find the main
environmental potential effects of that unit from the cradle to the grave. The boundaries could also have be
set at the plant gate as to stress which potential effects arise only on the site but the processing of the
materials during the mining and refinery may cause global impacts such as the release of carbon dioxide or
acidifying impacts locally at that process plant. Therefore the just comparison takes to the whole life cycle and
is based on an inventory of materials, their origin and transport to the plant under evaluation as well as the
process itself.
Currently ISO standards for LCA are used to harmonize the effort which is applied for all systems that
provide similar services worldwide and help to make such studies more comparable. These are: ISO
14040:2006.
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Figure 15: Input and output for each Phase in the case of Nesjavellir Geothermal plant. The Pipe that carries
the hot water towards the market was not included in the LCA study (Kristjansdottir, 2006.)
4.2.1.3 FUNCTIONAL UNIT
The functional unit is a measure of the function or service supplied from the studied system. It provides a
reference to which the input and output can be related. This makes comparison of two different systems
possible whereas they provide the same service although they make use of different resources. In LCA of
energy plants, typically the functional unit is 1kWh of energy produced, that may also be acquired from a coal
fired energy plant.
However, there are two variations of what kind of energy the 1kWh from a geothermal plant may imply.
1kWh electricity
1kWh of thermal energy.
Processing of raw materials
for the contruction of the
power plant, holes and
transport pipes from holes to
power plant and hot water
transport pipe to Reykjavik.
End of life of power plant,
transport and recycling of
metals other waste materials
to landfill (simplified phase)
Transport of raw materials to
Iceland/Nesjavellir
Construction of power plant at
Nesjavellir
Operation of power plant
Input of raw materials and
energy
Input of oil
Input of oil and electricity
Input of geothermal steam
and material for operation
and maintenance of the
power plant
Emissions to soil, air and
water, solid waste
Emissions to soil, air and
water
Emissions to soil, air and
water, solid waste
Emissions to soil, air and
water, solid waste
Emissions to soil, air and
water, solid waste
Output of electrical and
thermal energy
Input Emissions
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Obviously the energy has different quality and cannot be used in the same service. The potential
environmental effects of the co-generation geothermal energy plant are the total potential effects of the
electrical and thermal production divided to the total energy units produced. Reykjavik‘s Energy issues a
separated report for the heat service and the power production whereas the power market is subjected to
competition.
In the reference year 2002 for Nesjavellir plant, the average production was 237 MW of thermal energy and
73.8 MW of electric energy, even though the labelled capacity of the plant was 90 MWe and 200 MWth. Some
basic figures for the power plant Nesjavellir are presented in Table 7. Should the energy only be used for
power generation the efficiency of the plant drops eventually from 80% down to about 10 – 20% and the
environmental impacts would therefore all be allocated (see section below) only to 1kwh of electricity and the
unit for marketing as well as the external cost.
Table 7: Basic figures for the energy production of Geothermal energy plant Nesjavellir during 2002
Heat and power services Heat production Power production Total
Average 237 MW 73,8 MW
Total energy production 1,986,476,993kWh 618,034,368kWh 2,604,511,361 kWh
Proportional 76,3% 23,7% 100
4.2.1.4 ALLOCATION
An LCA identifies not only the overall environmental impact, but also where it is generated in the production
chain. This information can help the energy producer to minimize the overall environmental impacts from
the production and be of help in future decision making.
Most energy plants using geothermal heat in high temperate areas are combined heat and power plants. The
power either goes on to the national grid or is transmitted to specified users. The heat is used for other
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purposes, such as drying and heating. According to a new act on competitive activities a separation needs to
be defined between competitive service and monopolised areas.
This project uses the companies division of output to allocate the total impacts. But external cost is rather
estimated as total cost from the energy plant, which is bound to emissions during a set time. Therefore the
functional unit will not be used here unless for giving examples on how they can apply to each unit.
4.3 Assessing Externalities
The bibliographical definition of ‗Externality‘ is generally along the lines of ―an un-priced benefit or cost
directly bestowed or imposed upon one agent by the actions of another agent‖ (Söderholm 2003) sometimes
referred to as neighbourhood effects (neighbourhood being from local to global in outreach) see Figure 16.
Thus externality that is derived from using geothermal heat as an energy source would be any negative impact
on the natural capital and escapes mitigation. This may be accumulation or releases of harmful chemicals to
the atmosphere or soil or groundwater, that may affect the ecosystem services, or any value that humans may
consider as damage, visible or not. Human health, flora, fauna or landscape may be affected from the project
and in some cases at least either society as a whole, individuals such as property owners or future generations
may carry the cost of repairing or mitigating this impact. According to the ―polluter pays principle‖ the costs
of preventing or mitigating these external impacts should be carried by the producer that is responsible for
the externalities. The problem lies in quantifying the hidden costs and the accurate allocation of these into the
price of the service. The following sections describe methods that deal with these evaluation approaches.
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Figure 16: The relations between market prices and external cost
4.3.1 Tools to Estimate the Value of Non-Marked Goods
Many attempts have been made to set a value to externalities, but more than often the damage occurs to
public good or other non-marketed commodities. One approach is to create an imaginary market transaction.
These approaches are made in public enquiries that ask for peoples‘ willingness to pay, either for avoiding the
changes or how high compensations they would require for their alleged damage. Methods like contingency
value obtained from respondents in questionnaires, is based on individual value which are then added up to
show the total value. Hedonic prices of private property may change if a large project is undertaken in the
neighbourhood. But in pristine areas or resorts that are not developed extensively market transactions occur
so rarely that price tendencies cannot be reported for decades. An example of this would be how prices rise in
areas where nature reserves are established and the opposite if a resort area becomes too crowded.
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Figure 17: Overview of methods to assess the value of nature (OECD 2009)
These methods have been applied for example for undeveloped areas in Iceland, by asking tourists about the
worth of this area and calculate how much money tourists spend in order to enjoy it in the current status and
compare this to the value after changed land use. (Lienhoop 2007) There are four major drawbacks to these
evaluations‘ approaches:
1) They would always be site specific and not applicable in any other cases because of the manifold
personal reasons that people use for reasoning their price which may not apply for a different yet
similar areas.
2) The evaluation is not quantified and attached to units. That makes computing in numbers difficult.
The allocated values are not related to the size of area in question, time span etc and therefore
difficult to use for comparison.
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3) As individuals feel more at ease to work out reasoning and solutions such as common value within a
social group the compilation of individual values may not be applicable in human terms even though
the economic equation might be used.
4) Many influential parameters may be lost in this approach
An overview of the indirect marketing assessment methods can be found in textbooks on environmental
economics, but as these are not the basis of the methods presented here will not be discussed further.
(Turner, Pearce et al. 1994)
4.3.2 Discounting
To invest in cost effective abatement, some thought must be given to future investment rates. (Richard
Newell 2001). How could monetary capital spent now be evaluated for its future worth if benefits continue to
accrue over centuries? In general the discounting rate is set high when there is risk involved and the project
may fail. Projects that have a long live time and are not prone to risk tend to have lower discount rates. Also
if the project is undertaken by large entities such as public institutes the rates are lower than for private
investors. Discount rate for a bridge, road and hydro-power plants tend to be in the range of 2,5 – 5%.
Discounting rates are difficult to settle between these who claim that investments should pay off within a few
years and those who state that every cost aspect must be paid to behold the most value in the long term and
sustain resources for generations. The conventional approach is to calculate the present value of future costs
and benefits. If the discount rate is high, future costs and benefits are not as valuable as the upfront
investment cost and weigh less in the present value. The inherent assumption is that humans prefer to have
money now rather in a distant or near term future.
From ecological economics it can be derived that financial capital cannot substitute natural capital but it can
pay for its restoration. The Stern review and the PEW centre who look into discounting the cost of mitigation
against climate change discuss discount rates in context related to the topic of this report. Discounting is used
in constext with the cost benefit analysis ( see chapter 9).
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4.4 Life Cycle Assessment (LCA) and External Costs
An LCA quantifies the ―side-effects‖ that arise from a project. The calculations are most advanced for
chemical emissions to the environment, and results are connected to their toxicity and impacts on human
health and/or ecological functions. The results give an overview of the impact of the calculated quantity of
external potential effects of each unit of energy in a local, regional and global context.
A few additional external impacts will be included as well in this evaluation, namely from the impacts of
changing the land use, and that of affecting biodiversity as well as some physical and social aspects. Since the
1980s several European research and co-operational projects have been run to establish methods and
approaches that can turn environmental and social external costs attached to energy into monitory values.
Probably the most effort in modifying methods to evaluate external costs has been within the ExternE
projects series (Bickel P 2005) of which the NEEDS session is the most recently published and accessible on
the internet (Ricci A 2009). These assessment approaches have undergone much discussion and
harmonization in order to draw the most relevant impacts into the assessment and by no means have they
been accepted as being flawless.
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Figure 18: Ecosence Approach developed in NEEDS (Andrea Ricci 2009)
4.4.1 Integrated Tools: the NEEDS Framework
As a continuation of the ExternE methodology a team of 63 participants has added more environmental and
social aspects into the LCA and evaluation of external work. The pathway is shown on Figure 18.
The LCA integration tool is accessible on the Internet at www.ecosenseweb.ier.uni-stuttgart.de and is
described as following:
‘EcoSenseWeb is an integrated atmospheric dispersion and exposure assessment model
which implements the Impact Pathway Approach developed within ExternE. It was designed
for the analysis of single point sources (electricity and heat production) in Europe but it can
also be used for analysis of multi emission sources in certain regions.
EcoSense was developed to support the assessment of priority impacts resulting from the
exposure to airborne pollutants, namely impacts on human health, crops, building materials
and ecosystems. The current version of EcoSenseWeb, covers the emission of ‘classical’
pollutants SO2, NOx, primary particulates, NMVOC, NH3, as well as some of the most
important heavy metals. It includes also damage assessment due to emission of
greenhouse gases. Impacts of ‘classical’ pollutants are calculated on different spatial scales,
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i.e. local (50 km around the emission source), regional (Europe-wide) and (northern)
hemispheric scale. The version EcoSenseWeb has a web-based user interface and was
developed within the European Commission projects NEEDS and CASES.
The methods are based on LCA inventories on classic and emerging energy technologies such as coal plants,
nuclear power plants and high heat solar thermal towers, marine energy, as well as future outlook for the
development of fossil and nuclear technologies. These reports are to be found at the project website:
www.NEEDS-project.org. Included in the simulation of externalities of future policies are social criteria
that weigh into the individual preferences. These were compiled in multi-dimensional social surveys. Also the
NEEDS project suggests methods to include prices of land use changes due to energy quantified approach is
used to set price on land area that will change because of energy project
The research approach is described in the section on methods. From the sections above it becomes obvious
that the complications are multiple. The ecological impacts are used to simulate all the threads into a
comprehensive model of the externalities and their price using TIMES /MARKAL as the main framework.
The NEEDs project resulted in a model that connects multiple aspects, which are shown schematically in
Figure 19. In the simulation positive and negative feedback loops interact for the overall outcome. They were
set according to negotiated and agreed criteria, in cooperation by the project participants.
The data fed into the model handle mostly the chemicals that are borne in air, but emission to water and soil
and changes in land use are also accounted for, even though these aspects are not fed to the programs. The
goal of the simulation is to offer a framework that gives the opportunity to compare power technologies and
different energy sources in different places.
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MARKAL-MACRO
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RESO
UR
CES A
ND
TRA
DE
Availability of technologies
Ecological effectsEnvironmental limits
GDP &capital requirements
Usefu
l Ene
rgy d
em
and
Min
ing
limit
s &
tra
de
, (i
ncl
ud
ing
IET)
Figure 19: Areas and issues that are fed into the main simulation framework to calculate external cost of
energy projects.
The compounds that the TIMES- model accounts for are the following:
NOX, SO2, NMVOC, particles (total particles, PM 10 and PM2,5) and the greenhouse gasses CO2,
CH4, N2O SF6, CxFy. Other substances that are dealt with in a different way are the following: Cd,
CO, Hg, Ni, Ar, Pb, Cr6, PAH, benzene, BaP, PCDD/F formaldehyde and radioactive substances.
Changes in land use are evaluated according the status and the areal size of the land in the beginning
and foreseen usefulness or cleanliness after the dismantling of the power plant.
Times has a representation of the damage cost induced by one unit of each substance emitted in each country,
the form of damage cost coefficient /function. For instance the damage cost due to one ton of SO2 emitted
in France. The damage in Icelandic conditions is set here as if the conditions are same as in other Nordic
countries. That is coherent with the regional classification within NEEDS, which may be disputable whereas
the chemistry of the bedrock is quite different and therefore the chemical impacts and other responses seen
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in ecological dynamics may either be similar or different. Still this is set as the basic approach for now to
support the presentation of the method.
The damage factors or functions for the local and regional pollutants are derived specifically according to the
following:
A) Source-sectors like residential/commercial and industry and where necessary subdivided into specified steel/iron production.
B) Energy (power plants, refineries, gas distribution, electricity transmission etc.
C) Transport, which is subdivided into urban and rural transport routes.
The regional dimensions are national within the simulation handling, but can be different in the other
functions that are evaluated differently. The substances that are not explicitly calculated in Markal and Times
are not all a construction of technologies or the extraction and transport of fuels outside the EU27. The
damage generated abroad because of the import of a fuel within the EU can also be taken into account
through the –association of a damage figure to the import category considered.
4.5 Values Inherent in Quality of Land
Pristine land has been hard to price when it has not entered the market. The prerequisite for the method used
here is the argument is that land and natural habitat types have specific quality from which valuable service
may be derived. These ecosystem services are for example cleaning and retaining water, binding CO2, hold
soil against erosion etc (Costanza 1997). Also, generally the richer the biological habitat in the area the more
services and more resilient to damaging impacts it becomes, therefore is the inherent biodiversity on the land
refers to the quality of the land.
Researchers or those who undertake environmental impact assessment (EIA) use either no evaluation or
other methods such as restoration costs or hedonic pricing. With regard to the valuation of biodiversity losses
or land quality, hedonic price method also offers limited applicability. For further justification and theoretical
establishment of the presented evaluation approach please turn to reported outcomes of the NEEDS-project
(Andrea Ricci 2009).
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The restoration cost approach looks at the cost of replacing or restoring a damaged asset to its original state
and uses this cost as a measure of the cost of restoration from one type of quality, described as type of
habitat. There is a pitfall in this rhetoric; the quality of the land may or may not be equal to this cost, but what
is useful in this case is the reference to both former quality of land and unit restoration price. Restoration
costs are the investment expenditures required to offset any damage done to the environment by any human
activity (Ott 2006) and reset it to the original state. The approach is widely used since it is relatively easy to
find estimates of such restoration costs.
One part of the NEEDS – project method formulation is intended to quantify and estimate the impacts on
land that is either used as building site or may be affected by emissions from the energy plant. A report called
‗Assessment of biodiversity losses‘ describes a development of a new methodology which is meant to
combine elements of restoration cost and dose-response approach. The method is based on quantifying
biodiversity losses (reduction of species richness) using concepts developed by Eco-indicator (1999) and
Koellner (2001). The monetary valuation is then based on restoration costs for different habitat changes. The
two main focus points of this method are explained in this chapter and will then later be applied in chapter
6.4.3.
4.5.1 Land Use Changes – Quantification of Biodiversity Losses
The method introduced in ‗Assessment of biodiversity losses‘ looks at the changes in the ecosystem and the
indicators to evaluate changes to biodiversity before and after construction/operation of a particular power
plant.
The concept of Potentially Disappeared Fraction (PDF) is introduced to measure changes in numbers of
species in a particular land use type relative to a reference state. This is done in order to transform an absolute
number into a relative number by using regional species richness of a particular area.
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In the NEEDS project the Swiss Lowlands are used as a basis for all reference and the land use types are
categorized by using CORINE3 land cover classification method, see Error! Reference source not found..
he CORINE land cover types are thus correlated with information of number of vascular plant species in the
land types, in that way a particular land cover type represents a particular number of species (which in a way
can be an indicator for biodiversity).
The positive PDF values in Error! Reference source not found. Error! Reference source not found.can
interpreted as a decline in species richness caused by land use change, whereas the negative numbers
3 CORINE (Coordination of Information on the Environment) is a methodology that was developed in order to obtain consistent localized geographical information for countries within the European Union
𝑃𝐷𝐹 = 1 −𝑆 𝑢𝑠𝑒
𝑆 (𝑟𝑒𝑓𝑒𝑟𝑒𝑛𝑐𝑒)
Equation 1: PDF calculations, where S(use) represents number of species (richness) of an occupied or
converted land use type and S(reference) is the number of species in a reference area type.
Table 8: few examples of CORINE categories that are linked with expected number of species and PDF with
reference to Swiss Lowlands (based on a table from Deliverable D.4.2. - RS 1b/WP4, "Assessment of
Biodiversity Losses")
Corine No. Type Number of
Species per m2
Potentially Disappeared Fractions (PDF) with
Reference to Swiss Lowlands
10 Built up land 1 0,97
322 Heath land 18 0,56
412 Peat bog 19 0,53
3112 Semi-natural broad-leafed forest (arid) 23 0,43
2115 Agricultural fallow 43 -0,09
Swiss Lowland (reference site) 40 0,00
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represent an increase in species richness. For example a 97% decline can be expected because of a land use
changes from Swiss Lowland to ‗built up land‘. Thus the PDF fractions are always a percentage of the species
richness to the Swiss lowlands first and then later the chages can be followed up as relative changes to what
was the natural state of the land as compared to what it becomes at later stages in time when the energy plant
has been operated for a specified time period.
In order to calculate resulting PDF‘s for land conversion from one land use type to another following
equation is used:
In order to calculate PDF for land conversion (i.e. one type of land use shifted to a different one) is used
which comprises both local and regional effects. The local effect refers to change in number of species but
then again does the regional effect refer to changes that occur further away from the converted land areas.
This regional effect is accounted for by introducing the ‗species accumulation factor b‘ for natural areas. It is
proposes to use an average of b=0,2 for the species accumulation factor b for natural areas.
Different types of land use can have either negative or positive effects on ecosystem quality, thus creates land
transformations changes in ecosystem quality (Koellner, o.fl., 2007). Ecosystem quality is calculated with
following equation:
PDF (Land conversion) = (b + 1) ∗ (PDF2 − PDF1)
Equation 2: PDFLand conversion (PDF use1 -> use2) calculations, where b represents species accumulation factor
for natural areas, PDF1 corresponds to PDF of land area before land use changes, and PDF2 represents PDF of
land are after land use changes.
𝐸𝑄 = 𝑃𝐷𝐹 ∗ 𝐴𝑟𝑒𝑎 ∗ 𝑇𝑖𝑚𝑒
Equation 3: Ecosystem quality calculations
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PDF expresses percentage of disappeared species in a particular area due to some kind of environmental load
and land use changes. In order to obtain the ecosystem quality, PDF must be multiplied with the time period
and the area size.
4.5.2 Land Use Changes –Valuing with Restoration Costs
Monetary valuation of PDF changes is here based on restoration costs for different land use categories. This
cost is derived from the cost of restoring damaged habitats to more valuable habitats (that is habitats with less
PDF) interpreted as statue in the natural succession of ecosystems, mainly plant species richness.
When a habitat is restored from a specific land use that is not natural anymore to a specific habitat,
restoration costs are in general divided into two cost components:
Unsealing costs basically mean the expenditure associated with preparing a sealed land or built up land. Since
the monetary valuation is of the vegetation changes (PDF changes with restoration), unsealing costs are not
believed to be relevant since it does not affect the vegetation change directly but rather the restoration
measures employed after unsealing.
Restoration costs focuses on a starting biotope and valuates necessary measures that need to be taken in order to
reach a particular target biotope. Example of restoration cost (cost/m2) for theoretically restoring a specific
habitat can be seen in following example from Germany.
Exemplification:
Starting biotope: ‟arable land‟/‟meadows‟
Target biotope: ‟broad-leafed forest‟
Package of measures:
Deep tilling of the soil (0,2 DM/m2), afforestation (3,7 DM/m2), maintenance (0,6 DM/m2)
𝑅𝑒𝑠𝑡𝑜𝑟𝑎𝑡𝑖𝑜𝑛 𝑐𝑜𝑠𝑡𝑠 = 𝑟𝑒𝑠𝑡𝑜𝑟𝑎𝑡𝑖𝑜𝑛 𝑐𝑜𝑠𝑡𝑠 𝑜𝑓𝑡𝑎𝑟𝑔𝑒𝑡 𝑎𝑏𝑖𝑡𝑎𝑡𝑠 (+𝑒𝑣𝑒𝑛𝑡𝑢𝑎𝑙 𝑢𝑛𝑠𝑒𝑎𝑙𝑖𝑛𝑔 𝑐𝑜𝑠𝑡)
Equation 4 restoration cost calculations, eventual unsealing costs are excluded in this method().
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Other cost components: planning costs (10%)
Calculations:
Restoration costs (‘arable land‘ --- > ‘broad-leafed forest‘) =
(0,2 DM/m2 + 3,7 DM/m2 + 0,6 DM/m2)*1,1 = 4,9 DM/m2= 2,53 €/m2(1998) ---> 2,89 €/m2 (2004)
These costs are an indicator for PDF changes and the species lost by converting a particular habitat. It is
important to keep in mind that when building a power plant on a former natural area the PDF loss is one-off
(not annual). Division of restoration costs as expressed with PDF changes leads to a restoration cost per PDF
and m2. It is assumed that costs due to restoration with the intention of increase species richness can be
interpreted as the costs of the loss of species when converting the biotope back.
4.5.3 Airborne Emission – Quantification of Biodiversity Losses
The method ‗Assessment of biodiversity losses‘ investigates mainly three air emitted compounds SOx, NOx
and NH3. For quantifying effects caused by acidification and eutrophication by airborne emissions on
vegetation a concept developed by Eco-indicator 99 is used.
Number of species does not only decrease when faced with environmental stress factors but their number
can also increase from time to time. Because of that dilemma target species are used, these are species which can
be assumed to appear in a certain type of ecosystem. Example is shown in table below how deposition of
airborne emission affects PDF values in the Netherlands where e.g. 1 kg of SOx deposited on 1 m2 natural
land results in a PDF change of 1.73 etc.
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When the emission is valuated average cost per PDF per m2 is linked with PDF per kg deposition of airborne
emission per m2 (table 2) yields costs of biodiversity losses due to a certain amount (kg) of airborne emission
deposited per m2. In the case of deposition due to airborne emission the restoration cost method is not
relevant.
When built up areas are restored into areas with high biodiversity then it is not relevant to value the impact of
acidification and eutrophication because the areas that are mostly affected by deposition are natural areas.
Therefore is average cost/PDF/ m2 calculated by looking only at costs of PDF changes due to land use
changes from unsealed natural areas with relatively low biodiversity (e.g. high intensity agriculture) into
natural areas with high biodiversity (e.g. broad leafed forest).
4.5.3.1 EXAMPLE OF CALCULATION FOR THE NETHERLANDS :
Table 2 shows biodiversity damage as expressed by PDF change caused by a deposition increase of 1
kg of three compounds per m2 of 100% natural land in the Netherlands.
Table 9: Biodiversity damage caused by deposition of airborne emission for the situation in the Netherlands
(Deposition Increase of SOx , NOx and NH3 ().
Air Pollutant Deposition Increase in
kg/m2 * year on Natural Land (10 mol/ha)
Average PDF of natural land for the Netherlands
with/without deposition increase
PDF*m2*year per kg Deposition
Reference Value (background level) -- 0,746429 --
Sox 6,4 * 10-5 0,74654 1,73
Nox 4,6 * 10-5 0,7468 9,52
NH3 1,7 * 10-5 0,74687 25,94
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The costs of these PDF changes are then calculated as follows:
PDF changes due to deposition of the three airborne compounds (column 4, table 2) are
multiplied with the restoration costs per PDF
Restoration costs per PDF for Germany have to be corrected for other countries by using
PPS (Purchasing Power Standard): 0.49 € / (PDF*m2) for Germany is equal to 0.48
€/(PDF*m2) for the Netherlands.
Since biodiversity loss only occurs due to deposition on natural land the share of natural land
in the Netherlands needs to be included in calculations. This is calculated from CORINE
data set according to ten Brink et al. (2000). The share of natural land in the Netherlands
amounts to 25%
Detailed calculation of external costs for the deposition of 1 kg of the 3 airborne emission
compounds:
1.73 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural area
/ m2 total area) = 0.21 €/kg SOx deposition
9.52 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural area
/m2 total area) = 1.14 €/kg NOx deposition
25.94 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural
area /m2 total area) = 3.11 €/kg NH3 deposition
In order to calculate these same external costs of cost per kg for those three compounds and for
different countries certain assumptions must be made.
The PDF change per kg of pollutant (PDF/kg deposition per m2) is the same for all
European countries, as derived from the Netherlands.
Marginal costs calculated for Germany (0.49€/PDF*m2) only need to be corrected by
purchasing power (PPS) of the respective country.
Cover of natural land (%) has to be calculated for each country from CORINE data.
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Background level of acidification and eutrophication of each particular country since it
influences the impact of additional deposition on biodiversity and therefore the
consequential external costs.
4.6 Price of Externalities according to NEEDS Project
The quantification of external costs is based on the ‗impact pathway‘ methodology which was deve loped in
the series of ExternE projects, and was further improved within the mentioned NEEDS and other related
projects. The impact pathway analysis aims at modelling the causal chain of interactions from the emission of
a pollutant through transport and chemical conversion in the atmosphere to the impacts on various receptors,
such as human beings, crops, building materials or ecosystems. Welfare losses resulting from these impacts
are transferred into monetary values based on the concepts of welfare economics.
4.6.1 Example of External Costs from Airborne Pollutants
Several models are available to quantify impacts of various airborne pollutants on different receptors. Error!
eference source not found. summarises the pollutants and impacts covered by the methods used for
external cost assessment within NEEDS. Work in NEEDS contributed to improve dispersion and fate
modelling of pollutants in the environment, to improve exposure-response relationships that are used to
describe the response of receptors to an increased level of exposure, and to improve monetary valuation.
The impacts resulting from the emission of a pollutant partly depend on the location of the emission source,
the release height, and the concentration of other pollutants in the environment. Taking these different
parameters into account, based on detailed model runs RS1b/RS3a produced a set of unit damage costs
(damage costs per tonne of pollutant emitted) which differ by the emission source country (all European
countries, EU27 average), by release height (average release height, low release height, high release height),
and by the year of the background emissions (2010 and 2020). As it is a key objective of RS1a to provide
information on the long run dynamics of technology development and its implication on environmental
performance, RS1a aims at calculating ‗average‘ external costs for typical configurations. For the
quantification of external costs RS1a thus uses unit damage costs from RS1b that refer to the EU-27 average
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and to the average release height. To reflect potential time dynamics, RS1b unit damage costs for the
emission year 2010 are used for the calculation of external costs from ‗current technologies‘, while the RS1b
unit damage costs derived for the emission year 2020 are used to estimate external costs of future technology
configurations (2025 and 2050). The unit damage costs used for quantifying externalities from airborne
pollutants are summarised in Table 11.
The assessment of external costs and evaluation methods for all the included categories are presented in the
following documents, reports from the NEEDS project (www.needs-project.org ):
RS1b-D5.4 ―Report on marginal external damage costs inventory of greenhouse gas emissions‖
RS1b-D4.2 ―Assessment of biodiversity losses‖
RS1b-TP7.4 ―Description of updated and extended draft tools for the detailed site-dependent assessment of external costs‖
RS3a-TP1.4 ―Report on marginal costs – preliminary results‖
RS3a-TP1.4 ―Report on marginal costs including Excel spread sheet: ―ExternalCosts_per_unit_emission_080821.xls‖.
Final version of description: Rs3a, WP1: D1.1 ―Report on the procedure and data to generate averaged/aggregated data‖ (M45)
Table 10: Impact categories for air borne polluting chemicals
Impact Pollutants
Human health fine particles, NOx, SO2, NMVOC, NH3, Cd, As, Ni, Pb, Hg, Cr, Formaldehyde, Dioxin, several radionuclides
Loss of biodiversity NH3, NMVOC, NOx, SO2
Crop yield SO2, NOx
Material damage SO2, NOx
The unit cost of each pollutant according to the NEEDS project suggestions is listed in table 9 for airborne
emissions throughout the life cycles of an energy plants. are presented in Table 11. Whereas the NEEDS
project was designed to compare the various types of current power generating technology and suggested
changes due to future design the cost of externalities is shown in two columns, representing the 2010 and
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2020 figures. Eventual changes in emissions are due to changes in design, material use and composition on
the market.
Table 11: unit Damage costs of emissions set in Euro value of 2000
Emissions in 2010 Emissions in 2020
health biodivers
ity crop yield
material damage
health biodiver
sity crop yield
material
damage
Emissions to Air
NH3 €/t 9485 3409 -183 5840 3440 -183
NMVOC €/t 941 -70 189 595 -50 103
NOx €/t 5722 942 328 71 6751 906 435 131
PPMCO (2.5-10 µm)
€/t 1327 1383
PPM2.5 (< 2.5 µm)
€/t 24570 24261
SO2 €/t 6348 184 -39 259 6673 201 -54 259
Cd €/t 83726 83726
As €/t 529612 529612
Ni €/t 2301 2301
Pb €/t 278284 278284
Hg €/t 8000000 8000000
Cr €/t 13251 13251
Cr-VI €/t 66256 66256
Formaldehyde
€/t 200 200
Dioxin €/t 37,0 E09 37,0 E09
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Aerosols, radioactive
€/kBq 2,57E-04 2,57E-04
Carbon-14 €/kBq 1,40E-03 1,40E-03
Tritium €/kBq 5,10E-07 5,10E-07
Iodine-131 €/kBq 2,61E-03 2,61E-03
Iodine-133 €/kBq 3,76E-07 3,76E-07
Krypton-85 €/kBq 2,75E-08 2,75E-08
Noble gases, radioactive
€/kBq 5,53E-08 5,53E-08
Thorium-230 €/kBq 3,86E-03 3,86E-03
Uranium-234 €/kBq 1,03E-03 1,03E-03
Uranium-235 €/kBq 8,40E-04 8,40E-04
Uranium-238 €/kBq 9,01E-04 9,01E-04
Emissions To Water
Carbon-14 €/kBq 9,38E-06 9,38E-06
Tritium €/kBq 1,09E-07 1,09E-07
Iodine-131 €/kBq 8,17E-03 8,17E-03
Krypton-85 €/kBq 2,75E-08 2,75E-08
Uranium-234 €/kBq 2,55E-05 2,55E-05
Uranium-235 €/kBq 9,20E-05 9,20E-05
Uranium-238 €/kBq 2,53E-04 2,53E-04
Table 12: Unit damage costs for land use in €2000/m² (source: NEEDS RS1b, Deliverable 4.2)
LAND USE IMPACT €/M²
TRANSFORMATION, FROM ARABLE, UNSPECIFIED 0,1700
TRANSFORMATION, FROM FOREST, UNSPECIFIED 2,6600
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TRANSFORMATION, FROM PASTURE AND MEADOW,
UNSPECIFIED 0,5500
TRANSFORMATION, FROM PASTURE AND MEADOW, EXTENSIVE 0,7600
TRANSFORMATION, FROM PASTURE AND MEADOW, INTENSIVE 0,3400
TRANSFORMATION, FROM UNKNOWN 1,5200
4.6.2 Costs of Greenhouse Gas Emissions
Estimates of the damage costs of greenhouse gas emissions differ not only because the underlying integrated
assessment models represent key climate and socio-economic relations differently, but also because there are
a number of assumptions to be made to which these estimates are highly sensitive, which cannot easily be
resolved. Examples include the choice of discount rate and the use of equity weighting. Due to this structure
of the problem, one can generate a large range of social cost of carbon estimates even from a single model, by
just changing a few key assumptions for different model runs. NEEDS RS1b provides a set of new model
results from the integrated assessment model FUND 3.0, and reviews implications of different assumptions
with respect to key parameters like discount rate or equity weighting. (based on (Watkiss 2005) {Anthoff,
1997 #150}
The FUND climate impact module includes the following categories: agriculture, forestry, sea level rise,
cardiovascular and respiratory disorders related to cold and heat stress, malaria, dengue fever, schistosomiasis,
diarrhoea, energy consumption, water resources, and unmanaged ecosystems (Tol 2002a, b). There has been
discussion of other damage categories in the literature (see e.g. Watkiss and Anthoff, 2005), but neither have
they been modelled in a quantitative way, nor can one even say whether they will be damages of benefits.
Such damage categories are not included in FUND.
The NEEDS RS1b work provides estimates of marginal damage from an extra ton of greenhouse gas
emissions (CO2, CH4, N2O, SF6) based on FUND model runs. The set of results from this model exercise is
fairly large. The NEEDS report (Anthoff 2007) in a very helpful way categorises the results along various
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dimensions, explains the parameter choices made for each dimension, and gives recommendations on what
values should be considered for policy decisions in what way.
Key parameters affecting the greenhouse gas damage costs are discounting and equity weighting. Discounting
is related to the adequate representation of a preference order that fits a decision maker‘s intertemporal
substitutability of consumption. Equity weighting takes into account the attitude towards inequality in average
per capita income between different world regions. To give an indication of the potential range of damage
cost values, in this report we use a ‗low‘ and a ‗high‘ value for quantifying technology specific external costs.
The ‗low‘ value is based on damage costs derived without equity weighting, which is close to represent the
view of a regional or national decision maker. The ‗high‘ value includes equity weighting and rather represents
the perspective of a benevolent global decision maker. Although decision makers‘ current revealed
preferences do not too much support this perspective, one might argue that successful global climate
protection negotiations will be impossible without moving into this direction. As the NEEDS external cost
estimates are derived to support European energy policy strategies, the equity weighted results are normalised
to Western European average per capita income.
The damage cost values used for assessing external costs of greenhouse gas emissions are summarised in ―A
more detailed discussion on methodology and assumptions‖ is available from NEEDS Deliverable D5.4
RS1b (Anthoff 2007).
Because of the large uncertainties of climate change damage costs, marginal abatement costs for reaching
given CO2 reduction targets are sometimes considered as a surrogate for uncertain or not quantifiable
damage costs. The marginal abatement costs depend on the underlying CO2 target, and on the measures
taken to achieve the target. Within NEEDS, a set of marginal abatement costs were suggested by Friedrich
(2008) (Table 14. The lower range of abatement costs refers to a European target of reducing CO2 emissions
by 20% until 2020, the upper values refer to the long term target of global CO2 reduction that result in a
stabilisation of atmospheric CO2 concentration at 365 ppm (to limit global average temperature rise to 2°C
compared to pre-industrial level).
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Table 13: Marginal damage costs of greenhouse gas emissions in €/t (source: NEEDS RS1b, Deliverable 5.4)
(Values for average 1% trimmed, discounted to 2005, 1% pure rate of time preference, without equity weighting and
with equity weighting normalised to Western European average per capita income, 1.35 $ per €)
2005 2025 2045
CO2 without equity weighting 7 7 5
CO2 with equity weighting 98 86 52
CH4 without equity weighting 310 238 193
CH4 with equity weighting 3562 2648 2080
N2O without equity weighting 12014 9997 8581
N2O with equity weighting 129680 102955 81333
Table 14: Marginal abatement costs (€) of CO2 emissions (Friedrich 2008)
2010 2025 2050
Marginal abatement costs low (20% CO2 reduction
in Europe by 2020)
23.5 32 77
Marginal abatement costs – high (2°C target) 23.5 51 190
5 Suggested Externalities Evaluation Toolbox
Impacts and external costs are evaluated within this project from a selected approach, mostly according to the
availability of data. Thus it is partly based on the bottom-up procedure that is inherent to LCA. Emissions are
traced through their assumed pathways from the origins to their end; the scope of their impact is evaluated as
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well as the possible number of ―victims‖. On the other hand other costs are found from actual measurements
of the specified pollutant and /or actual reported impact. Justifications for estimations are given in each case.
The following actions are used as they fit the specific cases: Unit specific price-tags are chosen, and
updated according to the Euro rates when the total costs have been defined in other currency types. Or if
price tags are not yet defined they are calculated from information obtained through reports on
emissions, measured concentration and reported impacts. (see Figure 20) This mixed approach is shown in
every step by following the case study for Nesjavellir CHP plant.
Figure 20: Calculation procedures in the study (FFrisbæk)
Finally the costs are put up in a Cost/Benefit timeline to give Figure 21 an overview of how the costs
incur throughout the assumed life time of the plant.
The case plant is assumed only to carry a fraction of the total impact and therefore the external costs from
that source are allocated according to its proportional emissions as compared to others in the same area.
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Top to bottom approach
Compiled costs
Present value for all categories Comparison with mitigation options
Cost estimation
Investment during lifetime of plant Maintenance work and spareparts
Impact description
Category 1 Category 2 Category 3
Figure 21: Calculation procedures when price tags have not been set in other projects
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REPORT SECTION III
- IMPACTS, EXTERNALITIES AND COSTS
EVALUATIONS AND OUTCOMES
Report section III is setup as follows: (see next page)
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• 6.1 Air Bourne Cemicals• 6.2 Chemicals in Brine
6 Impacts from CEMICAL ASPECTS
•7.1 Thermodynamics
• Heat Pollution• Energy Balance of Geothermal System
• 7.2 Kinetics• Mass Balance of Geothermal System• Cold Groundwater System Balance• Dislocation of Soil
7 Impacts from PHYSICAL ASPECTS
• 8.1 Changes of Natural Landscapes• 8.2 Enhanced Access to Nature• 8.3 Tourism• 8.4 Socio-economics• 8.5 Archaeological and Historical Remains
8 Impacts from EXISTANCE ASPECTS
9 TOTAL EXTERNAL COSTS of Nesjavellir case study
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Next sections in the report present quantified external costs, which do not represent the total costs
related with useful energy generation but a method that can be amended further to include all costs to the
monetary investment of the power plant, running and dismantling cost, also called Total Cost or Real Cost.
The following outline of the context model approach to evaluate the external costs shows the
position of the subsequent impact chapters within the context model.
6.1
.1 –
6.1
.9
6.1.10.2
6.1
.10.5
6.1.10.6
6.2
7.1
.1
7.1
.2
7.1
.3
8
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6 Cost of Impacts from Chemical Aspects
NB! – An important note on the basic emissions data used:
Data on the amount of chemicals emitted during the lifetime of Nesjavellir energy plant are
taken from the LCA study (Kristjansdottir, 2006), which is the only LCA for Nesjavellir
available at present.
When scrutinising the assumed yearly air borne emissions during the operational phase,
some discrepancy emerges between the LCA findings and the yearly emissions measured by
Reykjavik Energy (Orkuveita Reykjavikur, OR), the owner of Nesjavellir energy plant. Thus,
it is recommended that the used emission figures are revised when new LCA figures for
Nesjavellir become available. (Such a study is presently in process as a Ph.D. project within
the Engineering Department at the University of Iceland)
The chemical emissions measured yearly by OR specifically for Nesjavellir are CO2, CH4
and H2S emissions. These measured figures are expected to be a more accurate
representation of the yearly emissions during the operational phase of the plant than the
figures given by the LCA model. This becomes especially clear by the H2S emissions since
the only source of H2S emissions during the operational phase is emissions from the
boreholes, which are the ones measured by OR. For CO2 and CH4 there would be a small
amount of emissions originating from maintenance, which mainly consists of sending
equipment abroad once a year for repairs. Here an additional 2% is assumed due to
maintenance, which is approximately the CO2 emissions of a marine trip from Iceland to
Europe, compared to the measured yearly CO2 emissions of the plant.
The measured OR figure for H2S and the measured figures plus 2% for CO2 and CH4 will
therefore be used in the following external cost calculations.
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6.1 Air Borne Chemicals
Time frame integration of emission figures:
Data on the amounts of emitted chemicals, which are used for calculating the external costs of the
Nesjavellir case study, are based on a LCA study (Kristjansdottir, 2006) as previously mentioned.
This study presents emissions figures for a Nesjavellir plant size of 90 MWe and 200 MWth,
according to the year 2002, which consequently is the reference year of this study.
External costs of emitted chemicals are based on price tags from the NEEDs project (unless other
vice stated), except for H2S emissions, which mainly has local and regional impacts.
Hence, the external costs of H2S are calculated for impacts within the capital area. These
assessments in contrast, need to be based on measurement figures, since reliable dispersion
modelling of H2S from Nesjavellir does not yet exist. Measurements of H2S in Reykjavik did not
start until January 2006 however.
H2S measurement data shows that the concentration of H2S within the capital area tripled after the
start-up of Hellisheidi in the fall of 2006. Since the following external cost estimations for the
impacts of H2S are performed during 2008-2009, these costs would naturally be at least three times
higher than they would have been in 2002. Additionally, since no prominent concentration tops
show up in wind directions from the Reykjanes peninsula, an approximation of the external costs
due to H2S credited to Nesjavellir in 2002 will be 1/3 of the costs estimated during 2008-
2009.
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During the life cycle of a geothermal energy plant chemical emissions occur in all life phases; during the
industrial processing of materials for the plant, the transport of building materials from their manufacturing
location to the plant building site, the construction phase, the operational phase and the end-of-life phase
including dismantling and recycling.
Within and between these phases though, the time and space scope varies vastly. Emission can occur one
time/over a short time or during the lifetime of the energy plant (here estimated as 50 years). Similarly the
emissions can spread only locally or have global impacts such as those that add to the Green house impact.
Time frame integration of external cost calculations:
External costs of emitted chemicals are based on price tags from the NEEDs project (unless
other vice stated), except for H2S emissions.
The NEEDs price tags (presented in Error! Reference source not found. and Table 12),
represent 2000 € values. Since the reference year used within this study is 2002, the NEEDs
price tags are updated to 2002 € values, using the Harmonised Index of Consumer Prices
(HICP) for the Euro area 2000-2002 (Annual average rate of change). (Price changes associated
with mandated pollution control measures have been treated as increases in the Consumer Price
Indexes (CPI) since 1999. The changes mean that air quality will be treated consistently with
changes affecting the quality of other public goods.)
The external cost figures for the H2S related costs within this project are worked out within the
time frame of this project, January 2008 to January 2010.
All cost figures worked out for H2S are therefore rectified to 2002 levels by the appropriate
Icelandic cost indexes based on data from Statistics Iceland (Hagstofan) and then transferred to
€ figures by the mean 2002 yearly € value of the Icelandic krona. The original calculated cost
figures are presented in a parenthesis following the € value.
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Thus emissions may impact the local environment in China or Germany during the production of building
materials, transport emissions can escape either at sea or at the construction or during the operation. The
same type of emission is always compiled in the same category within a Life Cycle Impact Analysis (LCA), i.e.
categories such as acidification potential and Global Green house potential. But in this paper the emitted
amounts of chemicals are used, since this is the cost unit of the price tags within the NEEDS project, which
is used as a basis for many of the price tags.
Information on the assessed emitted amounts of chemicals during the 50 years life time of the Nesjavellir
energy plant, is based on the findings of a LCA study performed within the Technological Institute of Iceland
(ICETEC) 2004-2006. This LCA study was performed using the GaBi4 LCA computer model, and findings
are presented for chemicals analysed by the computer program as the being the most significant ones in
relevance with environmental and other impacts. (Kristjansdottir et al 2006)
Table 15 gives an overview of the emitted chemicals during the plant life cycle and in what life cycle phase
they are emitted (incl. the district heating pipe from Nesjavellir to the capital area). Regarding the
geographical and time dimensions, the rule of thumb is that emissions occurring during the
construction and end-of-life phases mainly occur abroad and once/over a short time, while
emissions occurring during the operation phase are mainly emissions occurring locally/regionally
and during the entire life time of the plant, 50 years.
Table 15: Overview of types and amounts of chemicals emitted into the air during the 50 year life cycle of
Nesjavellir geothermal energy plant (construction and end-of-life emissions mainly occurring abroad and
once/over a short time, while operation emissions mainly occur locally/regionally and during the entire life
time of the plant, 50 years) ACCORDING TO THE LCA STUDY FROM 2006. (Kristjansdottir et al 2006)
AIR BORNE CHEMICAL ASPECTS
Type of Chem.
Construction [tonns]
Operation [tonns]
End-of-life [tonns]
Total Mass
[tonns] CO2
(OR) 132.991 683.196 1.608 817.795
CO2
(LCA) 132.991 1.600.243 1.608 1.734.842
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CO 433 247 3,79 684
H2S (OR)
1,20 431.800 0,00 431.801
H2S (LCA)
1,20 864.071 0,00 864.072
NOx 216 161 22 399
N2O 3,23 0,63 0,04 3,90
SO2 510 1164 6,41 632
NMVOC 46 42 4,79 93
CH4
(LCA) 300 1.275 1,37 1.576
CH4
(LCA) 300 106 1,37 407
VOC 385 163 6,16 554
NH3 3,04 0,73 0,00 3,77
As 0,00 0,00 0,00 0,00
Hg 0,00 0,00 0,00 0,00
The results of the conducted LCA show that the environmental impacts from Nesjavellir co-generating
energy plant is mainly due to the emission of the gases hydrogen sulphide (H2S) and carbon (CO2) dioxide
from the geothermal steam during the operational phase.
Most of the chemicals listed in the inventory have been allocated a price tag in the list of pollutants within the
NEEDS project. Here, these price tags are used to calculate the external costs from almost all the involved
compounds emitted during the life phases of our Nesjavellir case study, as long as the mean values are
acceptable for the local conditions at the plant site. Thus, the external cost related to each chemical is found
in Table 11: unit Damage costs of emissions set in Euro value of 2000, and
4 This figure is assumed not to include the 10% of H2S presumed to transform into SO2 (see next page)
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Table 13: Marginal damage costs of greenhouse gas emissions in €/t (source: NEEDS RS1b, Deliverable
5.4) (Values for average 1% trimmed, discounted to 2005, 1% pure rate of time preference, without
equity weighting and with equity weighting normalised to Western European average per capita
income, 1.35 $ per €)in chapter 4, include the Needs price tags for the involved chemicals.
The NEEDS price tags for each chemical compound are varying for different time periods. For calculating
the total external cost per chemical over the 50 year life time of our Nesjavellir case study plant, the initiating
year of the plant life time is set at the year 2002. This is the year the 90 MW capacity was established, which
the basis LCA information apply to, even though the production of thermal energy started in 1990 and
electricity production in 1998. In 2002 Nesjavellir was a co-generating power plant with a capacity of 90 MW
of electricity and about 200 MW of thermal energy in the form of hot water.
NEEDS does not, on the other hand, contain a price tag for H2S, which is generally considered to transform
a 100% into SO2, when assessing impacts of chemical emissions.
This is not the case for the Icelandic context, though. The conversion proportion of H2S into SO2 is greatly
dependent on the local atmospheric and weather conditions, temperature, humidity and interference of other
compounds, and this conversion proportion is highly debated for Icelandic conditions. According to
Ármannsson et al. (2001), research scientist at ISOR(Icelandic GeoSurvey), who participated in long-term
measurements of the concentration of H2S and SO2 at all the high temperature geothermal utilization sites in
Iceland 1994-1996, the conversion factor of H2S to SO2 is maximum 10% in Iceland. Hence, within this
project we assume a conversion proportion of 10% of the emitted H2S during the operational phase,
converting to SO2. (Kristjansdottir et al 2006) It is clear by the scale of estimated H2S and SO2 emissions
during the operational phase, that this 10% conversion of H2S into SO2 is not included into the given SO2
LCA figure for the operational phase. This is therefore calculated separately.
For H2S, therefore, measured concentration on a local and regional scale, taking into account emissions from
other geothermal plants, as well as the natural background emissions of H2S from Nesjavellir geothermal
field, is used to follow up on the eventual damage traceable to the compound, to establish viable externality
price tags. In addition, 10% of the emitted amount of H2S, will be assumed to transform into SO2, according
to Ármannsson et al. (2001), accordingly bearing the SO2 price tag.
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Consequently, the main bulk of this chapter will deal with estimating the impacts from H2S and defining
relevant price tags for calculating the associated external costs. But we start with Impacts from gas types that
have global warming potential or the green house gasses (GHG).
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Price tag time intervals and equity weighting for global warming (GW) gasses:
Time intervals:
The global warming chemicals CO2, CH4 and N2O have NEEDs price tags given for three time
intervals and are either presented with or without equity weighting.
Regarding the time intervals, during the 50 year life time of the plant, the 2005 price tag is used for
the yearly emissions for the years 2002-2024 (23 years), the 2025 price tag for the years 2025-2044
(20 years) and the 2045 price tag for the years 2045-2051 (7 years).
Equity weighting:
Additionally, the NEEDs global warming gasses price tags are presented with and without equity
weighting. In calculations within this project, the equity weighted price tags are used, based on the
following arguments presented by Anthoff et al, 2009.
Economic theory assumes a declining marginal utility of consumption, i.e. the same absolute
consumption change results in a smaller welfare change for a rich person than a poor person.
Equity weighting of global warming marginal costs is bringing this effect into the global warming
damage assessment. Thus, equity weighting takes different income levels in different world regions
and at different times into account when calculating marginal damage figures for greenhouse gas
emissions.
―Beckerman and Hepburn (2007) argue that ignoring the equity implications of climate change is inappropriate
because: the „project‟ of large-scale emissions mitigation is non-marginal; compensation from the distant future to the
present is difficult, if not impossible; and the classic „swings and roundabouts‟ argument cannot apply
intergenerationally because losers in the present generation cannot be winners in any subsequent generation.
Additionally, equity-weights are used in the academic literature (Azar and Sterner, 1996, Fankhauser et al.,
1997), as well as by the German government (Umweltbundesamt, 2007), the UK government (Clarkson and Deyes,
2002), and the European Commission (Commission of the European Communities, 2005). So, the question is now
what equity-weights to use, rather than whether to use them. And not using equity-weights simply amounts to
employing an equity weight of unity.‖
(Anthoff et al, 2009)
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6.1.1 CO2 (CARBON DIOXIDE)
The external costs due to CO2 are mainly connected with its impacts as a greenhouse gas, thus a global
impact.
Naturally occurring greenhouse gases have a mean warming impact of about 33 °C. The major greenhouse
gases are water vapor, which causes about 36–70% of the greenhouse impact; carbon dioxide (CO2), which
causes 9–26%; methane (CH4), which causes 4–9%; and ozone (O3), which causes 3–7%.
Table 16 gives an overview of the estimated amount of CO2 emission over the entire lifetime (50y) of the
Nesjavellir plant, the CO2 Needs price tags and the resulting external costs related to CO2.
Table 16: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CO2
CO2 (CARBON DIOXIDE)
Emissions
during 50y lifetime
according to LCA
[tons]
Price tag according to Needs (see Table 12)
[€ (2002)5/t]
Related
lifetime external
costs
[€ (2002)]
2005 2025 2045
With equity weighting With equity weighting With equity weighting
817.795 (OR) 101 89 54 With weighting 73.290.788
1.734.842 (LCA)
101 89 54 With weighting 155.476.540
5 NB! The NEEDs € price tags from the year 2000 are updated to 2002 prices using the Harmonised Index of Consumer Prices for the Euro area 2000-2002. This is done for all NEEDs price tags presented and used within this Section III of the report.
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6.1.2 CH4 (METHANE)
The external costs due to CH4 are mainly connected with its impacts as a greenhouse gas, thus a global impact.
Considered over a 100 year period, it has 21 times more impact per unit weight than carbon dioxide, i.e. 1kg
of methane has the same Global Warming impact as 21kg of carbon dioxide. Methane is not poisonous if it is
inhaled and there are no air quality guidelines for methane. Table 17 gives an overview of the estimated
amount of CH4 emission over the entire lifetime (50y) of the Nesjavellir plant, the CH4 Needs price tags and
the resulting external costs related to CH4.
Table 17: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CH4
CH4 (METHANE)
Emissions during 50y
lifetime according
to LCA [tons]
Price tag according to Needs (see Table 12)
[€ (2002)/t]
Related lifetime
external costs
[€ (2002)] 2005 2025 2045
With equity weighting With equity weighting With equity weighting
1.576 (OR) 3645 2710 2129 With weighting 4.820.606
407 (LCA) 3645 2710 2129 With weighting 1.244.915
6.1.3 N2O (NITROUS OXIDE)
The external costs due to N2O are mainly connected with its impacts as a greenhouse gas, thus a global
impact.
Considered over a 100 year period, it has 298 times more impact per unit weight than carbon dioxide.
Table 18 gives an overview of the estimated amount of N2O emission over the entire lifetime (50y) of the
Nesjavellir plant, the N2O Needs price tags and the resulting external costs related to N2O.
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Table 18: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with N2O
N2O (NITROUS OXIDE)
Emissions during 50y
lifetime according
to LCA [tons]
Price tag according to Needs (see Table 12)
[€ (2002)/t]
Related lifetime
external costs
[€ (2002)]
2005 2025 2045
With equity weighting With equity weighting With equity weighting
3,90 129.680 102.955 81.333 With weighting 447.734
6.2 Other air borne chemicals
6.2.1 SO2 (SULPHUR DIOXIDE)
The external costs due to SO2 are mainly connected with its potential for causing acid rain, and effect human
health as well as other parts of the bio systems (fauna and flora). Within the Needs price tag for SO2 these
impacts are included within the categories of health, biodiversity, crop yield as well as impacts in the form of
material damage.
Price tag time intervals for air borne polluting gasses, other than GW chemicals:
The NEEDs price tags for other air borne pollutants than the global warming gasses are divided into two
time intervals. For the 50 year life time of the plant, the 2010 price tag is used for the yearly emissions for
the years 2002-2019 (18 years) and the 2020 price tag for the years 2020-2051 (32 years).
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Acid rain is rain or any other form of precipitation that is unusually acidic. It has harmful impacts on plants,
aquatic animals, and infrastructure and according to the World Health Organisation, man-made emissions of
SO2 is one of the greatest environmental concerns in Europe is (WHO, 2000). The impacts of SO2 on human
health occur through direct inhalation of the air polluting compound.
SO2 is not directly emitted from geothermal plants themselves in general. Direct SO2 emissions though, can
arise from various activities within the construction and end-of-life phases, and also parts of the direct H2S
emissions contained in the geothermal gas emitted during the operational phase of a geothermal plant will be
transformed into SO2.
The conversion proportion of H2S into SO2 is greatly dependent on the local atmospheric and weather
conditions, temperature, humidity and interference of other compounds, and this conversion proportion is
highly debated for the Icelandic context. According to Ármannsson et al. (2001), research scientist at ISOR
(Icelandic GeoSurvey), who participated in long-term measurements of the concentration of H2S and SO2 at
all the high temperature geothermal utilization sites in Iceland 1994-1996, the conversion factor of H2S to
SO2 is maximum 10% in Iceland. Hence, within this project we assume a conversion proportion of 10% of
the emitted H2S during the operational phase, converting to SO2. (Kristjansdottir et al 2006). External cost
assessments for H2S, based on measured concentrations of H2S within the capital area, are not decreased by 10% due to this
transformation, since the H2S measurements are actual measured concentrations, regardless of the 10% transformation of H2S
into SO2.
Table 19 gives an overview of the estimated amount of SO2 emission over the entire lifetime (50y) of the
Nesjavellir plant, the SO2 Needs price tags and the resulting external costs related to SO2.
Table 19: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with SO2
SO2 (SULPHUR DIOXIDE)
Emissions
during 50y lifetime
according to LCA
Price tag according to Needs (see Table 9)
[€ (2002)/t]
Related
lifetime external
costs
[€ (2002)] 2010 (SUM price) 2020 (SUM price)
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[tons] 632
6.908 7.243
4.501.357
The 10% transforming to SO2 from H2S
43.180 307.545.232
Total external costs due to SO2 312.046.589
6.2.2 NOx (MONO-NITROGEN OXIDES)
The external costs due to NOx are connected with its potential for forming smog particles when reacting
with other chemicals, causing acid rain, its involvement in the formation of ozone pollution and various
forms of toxics. All these functions can cause severe impacts on human health as well as damage to other
parts of the bio systems (fauna and flora). There are also indications that NOx can have direct negative
impacts on plants.
Within the Needs price tag for NOx these impacts are included within the categories of health, biodiversity,
crop yield as well as impacts in the form of material damage.
Table 20 gives an overview of the estimated amount of NOx emission over the entire lifetime (50y) of the
Nesjavellir plant, the NOx Needs price tags and the resulting external costs related to NOx.
Table 20: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NOx
NOx (MONO-NITROGEN OXIDES)
Emissions during 50y
lifetime according to
LCA
Price tag according to Needs (see Table 9)
[€ (2002)/t]
Related external
costs
[€ (2002)] 2010 (SUM price) 2020 (SUM price)
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[tons] 399 7.226 8.413 3.186.286
6.2.3 NMVOC (Non-Methane Volatile Organic Compounds)
NMVOC is a generic term for a large variety of chemically different compounds, e.g. benzene, ethanol,
formaldehyde, cyclohexane, 1,1,1-trichloroethane or acetone. Here NMVOC is used as a sum parameter for
emissions, where all NMVOC emissions are added up per weight into one figure as a parameter for pollution,
e.g. summer smog or indoor air pollution.
Within the Needs price tag for NMVOC the related impacts are included within the categories of health,
biodiversity, crop yield.
Table 21 gives an overview of the estimated amount of NMVOC emission over the entire lifetime (50y) of
the Nesjavellir plant, the NMVOC Needs price tags and the resulting external costs related to NMVOC.
Table 21: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NMVOC
NMVOC (Non-Methane Volatile Organic Compounds)
Emissions
during 50y lifetime
according to LCA
Price tag according to Needs (see Table 9)
[€ (2002)/t]
Related
external costs
[€ (2002)] 2010 (SUM price) 2020 (SUM price)
93 1060 648 74.058
6.2.4 VOC (Volatile Organic Compounds)
There are millions of different compounds which may be classified as VOCs. The compounds the nose
detects as smells are generally VOCs. Modern industrial chemicals such as fuels, solvents, coatings, feedstock,
and refrigerants are usually types of VOCs.
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VOCs may have health consequences, but this is depending on the specific chemicals that are part of the
umbrella definition "VOC". Human exposure to VOCs can be through contact with the solid, liquid, or
gaseous forms, inhalation of the gaseous form, or ingestion of the liquid form or solutions containing the
VOC.
Table 22 gives an overview of the estimated amount of VOC emission over the entire lifetime (50y) of the
Nesjavellir plant, a price tag according to the study “Estimates of Marginal External Costs of Air Pollution in Europe”
(Holland et al, 2002), based on EU-15 average, and the resulting external costs related to VOC.
Table 22: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with VOC
VOC (Volatile Organic Compounds)
Emissions
during 50y lifetime
according to LCA
[tons]
Price tag according to (Holland et al, 2002)
[€ (2002)/t]
Related
external costs
[€ (2002)]
554 2,100 1.163.400
6.2.5 CO (CARBON MONOXIDE)
Carbon monoxide (CO) is colourless, odourless and tasteless, but extremely toxic to humans and animals and
CO poisoning is the most common type of fatal air poisoning in many countries. Additionally, carbon
monoxide may have severe adverse impacts on the fetus of a pregnant woman. (Omaye, 2002)
Since no cost estimate price tag of CO was found for Europe, an USA average damage cost from 1989
isused, according to the study “Methods of Valuing Air Pollution and Estimated Monetary Values of Air Pollutants in
Various U.S. Regions” (Wang et al, 1994). The price tag was upgraded to a 2002 price using the US CPI 1989-
2002 (Federal Reserve Bank of Minneapolis, 2010) and converted to Euros by the average annual exchange
rate 2002, 1 $ = 0,9454 € (Federal Reserve Statistical Release, 2010).
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The used price tag is then 3.722 € (2002)/t. (Orig. cost 2.714 $ (1989)/t)
Table 23 gives an overview of the estimated amount of CO emission over the entire lifetime (50y) of the
Nesjavellir plant, the used price tag and the resulting external costs related to CO.
Table 23: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with CO
CO (CARBON MONOXIDE)
Emissions
during 50y lifetime
according to LCA
[tons]
Price tag according to (Wang et al, 1994)
[€ (2002)/t]
Related
external costs
[€ (2002)]
684 3.722 2.545.938
6.2.6 NH3 (AMMONIA)
When inhaled ammonia is irritating and corrosive. Excessive exposure to ammonia affects eyes, lung, nose,
skin and throat. Ammonia is very toxic to aquatic organisms and vegetation may also be harmed by high local
concentration of ammonia from animal excreta. Although ammonia is an alkaline gas, it contributes to
acidification of soil through nitrification.
Within the Needs price tag for NH3 the related impacts are included within the categories of health,
biodiversity, crop yield.
Table 24 gives an overview of the estimated amount of NH3 emission over the entire lifetime (50y) of the
Nesjavellir plant, the NH3 Needs price tags and the resulting external costs related to NH3.
Table 24: Overview of emissions amounts per Nesjavellir lifetime, price tags and estimated external costs
associated with NH3
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NH3 (AMMONIA)
Emissions during 50y
lifetime according to
LCA [tons]
Price tag according to Needs (see Table 9)
[€ (2002)/t]
Related external
costs
[€ (2002)] 2010 (SUM price) 2020 (SUM price)
3,77 12.711 9.097 39.201
6.3 Introduction to Impacts from H2S (HYDROGEN SULPHIDE)
The airborne chemicals discussed in section 6.2 are all listed and allocated a price tag in Table 12. The
calculations for those was therefore rather straight forward and transparent. Hydrogen sulphite is not
included in the table and therefore needs special approach which will be described in the following section.
Thousands of tons of H2S are released into the atmosphere in Iceland every year from natural geothermal
fields and geothermal energy plants. H2S released into the atmosphere can often be smelled (odour similar to
rotten eggs).
Even though the odour is not dangerous to humans it can cause discomfort and decrease certain standards of
living. In some countries the odour is not tolerated and for example in Japan an odour monitoring system is
obligatory in urban areas. In fact, most countries harnessing geothermal energy do not allow any releases of
H2S into the atmosphere due to the risks of acid rain and other environmental degradation (Bödvarsdottir,
2006).
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Price tags for H2S are set by using the following assumptions:
1. The regional impacts are estimated from measurements on site rather than from outcomes of
the LCA for Nesjavellir.
2. Cost of corrosion on site is allocated all to emissions from the plant, but the showing corrosion
could be caused by other factors but are dealt with as if they are inherent with the effects of
hydrogen sulphide.
3. The impacts are estimated from information with those who have studied or experienced the
impacts rather than the cause of the effects and sources.
4. H2S measurement data shows that the concentration of H2S within the capital area tripled after
the start-up of Hellisheidi in the fall of 2006. Since the following external cost estimations for
the impacts of H2S are performed during 2008-2009, these costs would naturally be at least
three times higher than they would have been in 2002. Additionally, since no prominent
concentration tops show up in wind directions from the Reykjanes peninsula, an approximation
of the external costs due to H2S credited to Nesjavellir in 2002 will be 1/3 of the costs
estimated during 2008-2009.
5. In the cost-benefit setup a comparison is made with ONE mitigation technology. This type of
scrubber is selected whereas it processes the sulphur compounds into sulphuric acid that can be
used in industrial processes and sold off. The intention is to suggest a solution on site that is a)
available technology b) a solution rather than shift from one type of emission (H2S) to another
type: solid sulphur.
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6.3.1 H2S Measurements in Reykjavik
There are four geothermal energy plants in the vicinity of the capital area, Nesjavellir and Hellisheiði to the
East and Reykjanes and Svartsengi to the Southwest.
In January 2006 the city of Reykjavik adopted new measuring equipment to follow concentrations of H2S and
SO2 at the air quality monitoring station at Grensásvegur in Reykjavik (approx. 23 km from Nesjavellir). The
main purpose of this equipment is to monitor possible airborne compounds and differentiate the sulphur
compounds from geothermal origin (H2S), from those emerging from traffic (SO2) within the city
(Böðvarsdóttir, 2006).
Figure 22 shows these H2S measurements from January 2006 (when H2S measurements began within the
capital area) till August 2008. In the spring of 2006 the new Reykjanes geothermal energy plant was started up
and the new Hellisheiði plant in the autumn of the same year.
Figure 22: Measurements of H2S in the atmosphere in the capital area of Iceland from January 2006 till August
2008. (Umhverfisstofnun 2006)
H2S
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The graph shows clearly the rise in H2S emissions correlating to the start up of the Hellisheiði plant and
comparing the measured amounts of H2S in the atmosphere in Reykjavik before and after the start up, the
average hourly measure increased by 3 times.
Figure 23 shows the monthly mean value of H2S as well as maximum 24hours and hour value in 2006 and
the WHO guideline for H2S.
Figure 23: Monthly mean value of H2S as well as maximum 24hours and hour value in 2006 and the WHO
guideline for H2S, based on Böðvarsdóttir, (2006).
In October 2009 the Icelandic ministry of Environment published a status report on resources and the
environment. It is emphasised that even though concentrations of H2S have been measured to increase in the
capital city they are still well below recommended maximum exposure.
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Figure 24: Concentration isoclines
indicating the dispersion of H2S
from the geothermal system shown
on map (Umhversiráðuneytið 2009)
Comparing the measured H2S concentration in Reykjavik before and after the start-up of the Hellisheidi
geothermal plant in the fall of 2006 (based on wind directions), the following graphs emerge, see Figure 26.
The location of Nesjavellir relative to the
H2S measuring station in Reykjavik is
approx. 95° and Hellisheidi approx. 110°.
The Svartsengi and Reykjanes plants are
located at approx. 230° compared to the
measuring station.
Figure 25: Location angles from the air
quality measuring station in Reykjavik
(Grensásvegur) to the different energy plants
in the vicinity of the capital area (east
(Nesjavellir and Hellisheiði) and southwest
Reykjanes and Svartsengi).
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Figure 26: Measured H2S concentration in Reykjavik prior to (left graph) and after (right graph) the start-up of
Hellisheidi geothermal plant in the fall of 2006
A clear correlation appears between the amounts of H2S emitted and the tops that emerge when the wind
directions are from Nesjavellir and Hellisheiði. No such tops appear in wind directions from the Reykjanes
peninsula, where both Reykjanes and Svartsengi are located.
The topography could also play an effective role in the high tops appearing after the start-up of Hellisheidi
power plant. The plant lies higher than the capital area with no topographical hindrances on the way between
them.
H2S measurement data shows that the concentration of H2S within the capital area tripled after the start-up of
Hellisheidi. Since the following external cost estimations for the impacts of H2S are performed during 2008-
2009, these costs would naturally be at least three times as high as they would have been in 2002.
Additionally, since no prominent concentration tops show up in wind directions from the Reykjanes
peninsula, an approximation of the external costs due to H2S credited to Nesjavellir in 2002 will be 1/3 of the
costs estimated during 2008-2009.
Nesj
avellir
Svart
sen
gi
/
Reyk
jan
es
Nesj
avellir
Hellis
heið
i
Svart
sen
gi
/
Reyk
jan
es
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The following sections will estimate the impacts of H2S on the different victims categories as defined within
the assessment context model setup. (See Figure 3)
6.4 Assessment of H2S Related Impacts according to Defined Victims
Categories
6.4.1 Human Well Being
This cost category is due to the symptoms that humans suffer from exposure to Hydrogen Sulphide. No
maximum concentration allowances have been set for H2S within the EU but the World Health Organisation
(WHO) recommends highest limits of concentration to be 10 µg/m3 over a 24 hour period in confined
spaces. The emission maximum concentration (measure every half hour) in the city reached 60 µg/m3 in Jan
– August 2006, but after the addition, the concentration maximum can reach 190 µg/m3 when the wind
blows from the east and often measures over 100 µg/m3. A clear correlation appears between the amounts of
H2S emitted and the tops that emerge when the wind directions are from the east where Nesjavellir and
Hellisheiði energy plants are situated. The air quality monitoring station at Grensásvegur has the distance of
Proportion of estimated external costs due to H2S, accredited to Nesjavellir in 2002
H2S measurement data shows that the concentration of H2S within the capital area tripled after the
start-up of Hellisheidi. Since the following external cost estimations for the impacts of H2S are
performed during 2008-2009, these costs would naturally be at least three times as high as they would
have been in 2002. Additionally, since no prominent concentration tops show up in wind directions
from the Reykjanes peninsula, an approximation of the external costs due to H2S credited to
Nesjavellir in 2002 will be 1/3 of the costs estimated during 2008-2009.
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23, 5 km from the latter one but the outskirts of the city of Reykjavik is 17km from that plant (Þormóðsson
2009).
6.4.1.1 ESTIMATION OF HEALTH IMPACTS
The concentration values are far below the local health safety and environment agency‟s limits
(Vinnueftirlitið) (an average of 14.000 μg/m3 over an 8 hour period and a maximum limit of 20.000 μg/m3)
and the health guidelines limits set by the World Health Organisation, which is 150 μg/m3 for 24 hours
period, refer to Figure 23. The highest 24h mean in Reykjavik measured 46,3 μg/m3 in August 2006 and the
highest hour/month mean was also recorded at this time. It is even believed that serious health impacts will
not appear until the level of H2S is around 100 times more than the guidelines from WHO (Böðvarsdóttir,
2006).
In 2002 researchers published an article on the issue of long term exposure to H2S from Rotorua in New
Zealand. The authors state: Results showed exposure-response trends, particularly for nervous system
diseases, but also for respiratory and cardiovascular diseases. Data on confounder were limited to age,
ethnicity, and gender. The H2S exposure assessment had limitations and therefore was continued and further
results are expected later in 2009. Poisson regression was used to confirm results and careful analysis of other
causes were examined but still the results suggest that there are chronic health impacts from H2S exposure for
genders, all ethnic background and age groups (Bates, Garrett et al. 2002) but do not give the exposure
concentration in figures. The disease groups were selected on the grounds of listed potential effects of H2S on
the human body. These are displayed in Table 25 (Pineda 2007).
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Table 25: Health impacts of H2S according to concentrating (WHO). (Pineda 2007)
To establish information about health impacts in Reykjavik that might be traced to H2S emissions people in
the following units were interviewed. In all instances numerical information and actual registration was set as
the priority source of information.
An interview was conducted with the responsible spokesman of the pharmacy in Hveragerði
A telephone interview was made with the physicist in charge at the medical centre in Hveragerði to
ask for eventual frequency of purchases of eye irritation reliefs or medication to treat respiratory
organs
The environmental agency was contacted for interpretation and corrected measurements for the H2S
concentration.
Contact was made to the public health unit at the University of Iceland,
Interview was conducted and written questions sent to head of department of the import company
Lyfjaver to obtain prices and types of medication that are used to treat respiratory diseases.
The relevant names appear in the list for communication.
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6.4.1.2 DATA FROM HEALTH CARE
While the evidence of the impacts may be found in registers from other sources, no accessible data was found
on eventual impacts in Iceland. Interviews were made with staff in the health care living or working in the
Hveragerði area, the township closest to the energy plants. Their answers coincided perfectly: there is no
indication of more purchase of eye irritation relievers and inhabitants do not complain about
symptoms during days when emissions can be smelled.
A research team for public health at the University of Iceland had been using reports from the health care
and sales figures for medication to establish numerical epidemic information linked to the frequency and
concentration of polluting emissions. Ongoing research by Hanne Krogh Carlsen revealed that databases on
the purchase of respiratory medication correlate with measured peaks in emission concentration in Reykjavik.
The study will be published early year 2010 from the Institute of public health at the University of Iceland.
Some descriptive statistics are shown in Table 26.
Table 26: Measured concentration of selected air pollutants in Reykjavik (Grensás)
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The results show that there is a correlation between the purchase incidents and higher concentration levels of
H2S in the city of Reykjavik allowing for 2-3 days delay after each top (harvesting effects, - if patients run out
of medication or want to be prepared for the next episode the purchase occur right after an incident). Many
precautionary steps were taken in the correlation procedures to eliminate systematic faults such as other
airborne pollutants with similar impacts, season, etc and the advisors are trained for research in public health
and pulmonary diseases (Unnur Valdemarsdóttir and Þórarinn Gíslason). Without going into too much detail
the study it is taken here into account as describing one of potential externalities of H2S. The outcome is that
3% more purchase of respiratory medication is confirmed to occur in the predicted period.
The mediation in question is used to treat asthma syndromes and belongs to the most common respiratory
facilitating compounds. There are many brands on the market that belong to the relevant R03A and R03B
classes that act to facilitate breathing. Cost could be calculated on the basis of changes in ddd (descriptive
daily dose) descriptions and number of wind frequencies. Figure 27 shows the relative frequency of people
buying pulmonary medication correlated as days after maximum concentration of H2S in the city of Reykjavik
based on data for 2,5 years.
Figure 27: Relative frequency of people buying pulmonary medication correlated as days after maximum
concentration of H2S in the city of Reykjavik based on data for 2,5 years. (Carlsen 2009)
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Yet, to simplify matters we state that 3% of the total cost of these medications is induced by the impacts of
H2S in the city and that 50% of this type of patients live in the region. In 2008 the total cost for this type of
medication was 6.598.402 € (2008 € rate) (orig. 841 million Ikr 2008 costs). That figure had risen by 1.639.793
€ (2008 € rate) (orig. 209 million Ikr) in a year mainly because the medication is mostly imported and the rate
of the Icelandic krona had fallen considerably between these periods. Therefore 3% of the comparable cost in
2007 and 50% of that is set to be caused by impacts of the air pollution within the capital area. The three
percent as indicated by the public health raised frequency of purchase and the 50 % because almost 50% of
the population lives in the capital city area. This indicates 73.595 € (2008 € rate) (orig. 9.38 million ISKR 2008
cost calculations) annually as external costs from the total measured amount of H2S within the capital area.
Thus, Table 27 gives an overview of the H2S related price tags and external cost within the Human Well
Being victims category (taking into account the Icelandic Consumer Price Index (CPI) 2002-2008 and the
2002 € rate).
Table 27: Overview of assessed external costs related to H2S within the Human Well Being victims category, in
the capital area, and the related impact types, price tag type, total external costs and the Nesjavellir proportion
of the external costs.
H2S related External Costs within the HUMAN WELL BEING category
Impact type External cost price
tag type/field
Total assessed
external costs
Nesjavellir
proportion of external costs
Annually [€ (2002)]
50 y lifetime [€ (2002)]
Annually [€ (2002)]
50 y
lifetime [€ (2002)]
Health impacts – respiratory deceases
Respiratory facilitating medication within the R03A and R03B classes
76.780 3.839.002 25.338 1.266.871
6.4.2 Condition of Fauna, Flora and Microorganisms
The land quality method suggested within the NEEDS project uses impacts on flora and fauna as indicators
for changes in the ecosystem due to changed land uses. These are explained in section Impacts on fauna and
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flora is used as an indicator for the impacts on the ecosystem. The impacts microorganisms is not included in
this study.
6.4.3 Land Quality and land use changes
During construction phase of power plants certain impacts on the surrounding area are bound to occur.
Icelandic legislation set in 2000() regarding environmental impact assessment (EIA) requires developers to
undertake an EIA for geothermal power plants of the magnitude of 50MW and larger. There is a substantial
lack of information in the Icelandic literature both with regards to impacts due to emission as well as direct
land use transformations caused by construction and operation of geothermal power plants. The information
available is mostly associated with EIA reports. Nesjavallavirkjun was constructed before the EIA laws were
set in Iceland, however the power plant had to undergo an EIA in 2000 for the enlargement of the plant from
76MW to 90MW (VGK, 2000).
A few species of vascular plants grow in areas around hot springs, but specific species of moss are the
characteristic flora in the vicinity of hot springs and geothermal areas.
Figure 28: example of land use around geothermal plants, picture from Hellisheiði (Orkuveita Rvik 2009)
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Following is a short description to possible impacts the flora and fauna in Nesjavellir area and research
regarding geothermal emission impacts is also introduced.
6.4.3.1 FAUNA
The hot springs in the Nesjavellir area are 43-86°C and have a pH of 3-7,4. These hot springs have many
various types of micro-organisms, such as germs and bacteria. Most of these organisms are common in
Iceland, but on the other hand impacts of geothermal exploitation on these organisms are not known and the
effects might be more than estimated. This is unfortunately not in accordance with the objective of the
‗Convention on Biodiversity‘ that Iceland has already agreed to honour. (Þoroddson 2010)
Some reports exist; mapping and accounting for other organisms such as birds, insects, and mammals but
direct impacts on these species are to this day not known.
6.4.3.2 FLORA
According to Þóroddsson (2009) the Nesjavellir development area has 90% vegetation, with dominance of
moss and grass. During the construction phase organisms are mainly disturbed by manmade structures
(buildings, pipelines etc) as well as extraction of soil for construction of roads. During research drilling and
later operation of the power plant vegetation close to blowing wells is directly affected and can be considered
to be under stress. Where geothermal energy is extracted there is a risk of increased geothermal activity on
the surface of the area, this can too result in a negative impact on vegetation.
It seems that most research regarding impacts of geothermal power plants and their emission on organisms
(excluding humans) focus mostly on vegetation. The two most potentially phytotoxic substances released by
geothermal power plants are boron and hydrogen sulphide (H2S). Boron seems to exert its toxic action
primarily on the soil, but scientists‘ do not seem to agree about the damaging level of boron in the tissues of
plants (ranging from 30-100ppm). On the other hand, reports have shown boron to cause macroscopic
damage in trees growing nearby geothermal power plants. The damage is primarily reflected in leaf yellowing
and necrosis on the edge of leafs. The damage seems to be local and only affecting trees growing within
twelve meters distance of the power plants.
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Hydrogen sulphide (H2S) is known to give rise to a phenomenon called root asphyxia, but in the atmosphere
no damage has been reported at concentration below 0.1 ppm (cited in Bussotti, Cenni, Cozzi, & Ferretti,
1997). Results have shown that concentration of H2S in the atmosphere is dependent on rain volume because
it dissolves very easily in water (both rain and snow). As stated previously in this report we assume that 10%
of H2S from Nesjavellir power plant is converted to sulphur dioxide (SO2) during the operation phase. There
have been certain predictions that the sulphide dioxide is oxidized in water and sulphur (S), and when it falls
to the ground it might even have beneficial fertilizer impact on flora in the area. Vegetation needs 5-15 kg of
sulfur pr. hectare pr. year. Some amount is carried to the ground with rain, as sulphuric acid (acid rain), but in
Iceland there is a scarcity regarding sulphur in the soil, especially in dry areas (VGK, 2000). In Iceland there
only exists yearly and winter guidelines for flora protection, and that is 20 μg/m3 (Böðvarsdóttir, 2006).
In the fall of 2008 news spread that the vegetation covering lava field around a geothermal power plant
(Hellisheiðarvirkjun) in Iceland was highly damaged. Concerns arose that the impact of geothermal power
plants had been underestimated and was H2S believed to be the culprit.
Reykjavík Energy therefore employed researches to investigate these damages. Their report concluded that
moss damage was apparent in a radius of about 700m away from Hellisheiði power plant, especially in the
prevailing wind direction. Certain indications implied that H2S is is at least partly to blame for the vegetation
damages (Bragason, o.fl., 2009).
Figure 29: Dead moss in the neighbourhood of Reykjanes energy plant about 300 m distance. (photo: Sigurður H.
Magnússon 17. September 2008).
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Results from the report (Figure 30) show significant difference between the concentration of sulphur in moss
around geothermal power plants and the reference area (Bláfjöll), which indicates that sulphur is accumulated
in the area around the power plants. The concentration of sulphur in vegetation around Nesjavellir is much
higher than around other geothermal power plants, it is thought to be because of lack of measures to
diminish pollution from spreading and/or because Nesjavellir has been running for 20 years, from 1990. In
addition the mean concentration of mercury (Hg) was significantly higher in Nesjavellir than in other research
sites (Bragason, o.fl., 2009).
Moss has been used as an indicator for a long time, for example have heavy metals been monitored here in
Iceland (Magnússon, 2002) since moss and other non-vascular plants obtain needed nutrition from the air
and are therefore one of the first organisms to be affected by pollution (Egilsson, 2010).
Figure 30: Results for moss chemical measurements (mg/kg, dryweight) at different locations (Bragason,
o.fl., 2009).
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6.4.4 Assessment of biodiversity losses
Following chapters on Fauna and Flora the following section features the method ‗Assessment of biodiversity
losses‘ developed in Switzerland 2006.
The method will be applied in an attempt to valuate vegetation changes, in Icelandic conditions, that occur
when one land use type is transformed to another. This method is based on data for vascular plants, and has
two main focus points:
1. Land use changes
2. Changes due to air borne emission
Figure 31 is intended to simplify and give an overview of the method ‗Assessment of biodiversity losses‘
developed by the NEEDS project.
Figure 31: Simplified valuation method „Assessment of biodiversity losses‟ from the NEEDS project, with
„healthy‟ vegetation on the left (representing habitat type 1) and „damaged‟ vegetation on the right (representing
habitat type 2) {Kristinsdottir, 2010 #295}
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6.4.4.1 QUANTIFICATION OF BIODIVERSITY LOSSES (VEGETATION CHANGES) DUE TO
LAND USE CHANGES
In this chapter the method introduced earlier will be used in order to attempt quantification of vegetation
changes. As stated before there is a significant lack of information in the Icelandic literature and therefore will
certain preconditions be made:
- The effects of land use changes and land transformation are based on available empirical data and
hypothetical information.
- The area in question is surrounded by several CORINE categories: CLC6; 333, 322, 324, 231 (Figure 32 ,
Table 28). Due to lack of information regarding number of species per m2 both before and after
construction of the power plant numbers from NEEDS report will be used.
- The assumptions will be made that the area within the CLC 121 zone (Figure 32) was previously (before
construction of the power plant) category CLC 322.
- As mentioned earlier, Nesjavellir is categorized CLC 121, but since the method does not contain information about
species number in CLC 121 (but only for ‗Industrial area part, with vegetation‘ CLC 1212, which actually results in
higher number of species than for 323 and is therefore not suitable) it was assumed that 50% of the CLC 121 area is
‗built up land‘ (CLC 10)7.
Potentially disappeared fraction (PDF) is expressed as the relative difference between the number of species
(S) in reference conditions and the conditions created by the land use change. PDF calculated by using {Ott,
2006 #149}. The assumed species number of a specific land use type is standardized for 1 m2. This absolute
species number is then transformed into a relative number using the regional species richness of the Swiss
Lowlands as a reference.
6 CLC - CORINE Land Cover
7 more detailed information regarding exactly how many square meters are sealed by manmade structures (buildings, roads, pipelines etc) is not available.
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Example for PDF calculations for Heath land (CFC 322) using Swiss Lowland for reference.
𝑃𝐷𝐹 = 1 − 𝑆 𝑢𝑠𝑒
𝑆(𝑟𝑒𝑓𝑒𝑟𝑒𝑛𝑐𝑒)
= 1 − 18
40
= 0,55
This outcome can be interpret as the relative decline in biodiversity because of a land use change from Swiss
Lowland to Heath Land, i.e. through the conversion 55% of species potentially disappear.
Figure 32: Corine categories for the area around Nesjavallavirkjun (based on Corine application (Landmælingar
Íslands, 2010)).
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The surroundings of Icelandic geothermal power plants are more than often barren lava with some moss
coverage, heather, low bushes, grass and some flowering plants. There is no doubt that the diversity of
vegetation in Iceland is significantly different from mainland Europe, and it is therefore debatable whether it
is appropriate to use numbers of species per square meter adjusted to mainland Europe for the special
conditions that occur around geothermal areas in Iceland. For the sake of displaying this method the numbers
from the NEEDS report will be used, since there is such a significant lack of data available for the Icelandic
conditions. In this case calculations will be displayed for PDF land conversion from ‗Heath Land‘ (CLC 322)
to ‗Built up Land‘ (CLC 10), information is to be found in Table 28:
PDF (Land conversion) = (b + 1) ∗ (PDF2 − PDF1)
= (0,2 + 1) ∗ (0,55 – 0,97)
= 0,2 + 1 ∗ 0,97 – 0,55
= 0,5
The PDF of land conversion from ‗Heath Land‘ to ‗Built up Land‘ is therefore 0,5. This means essentially
that there is 50% reduction of species when the ‗Heath Land‘ is transformed.
Table 28: Information on CORINE categories linked with number of species (pr m2) and PDF (based on
report info from Deliverable D.4.2. - RS 1b/WP4, "Assessment of Biodiversity Losses".
Corine No. Type Number of species
per m2 PDF with reference to
Swiss lowlands
333 Sparsely vegetated areas* - -
322 Heath land 18 0,55
324 Transitional woodland/shrub* - -
231 Pasture/meadow* - -
10 Built up land 1 0,97
Swiss lowlands 40 0,00
* information not available in NEEDS report
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6.4.4.2 MONETARY VALUATION OF BIODIVERSITY LOSSES DUE TO LAND USE CHANGES
Since restoration costs are not based on individual preferences, these costs will only provide a valid measure
of cost if society is collectively willing to pay for the mitigation, rather than suffer the damage. Otherwise
whether the costs are actually higher or lower than the WTP is not known.
In some cases, the energy derived from power plants are earmarked for one private user and it is uncertain
how the ,,victims‖ of the external effects would sympathise with paying for mitigating emissions of one
private user, but this is not the case in Nesjavallavirkjun.
A limitation of the approach is that the proposed interventions may not be a perfect substitute for the loss
ecosystem service, e.g. existence values of certain ecosystems are not replaceable. Most studies dealing with
the valuation of biodiversity so far have measured the economic value of biological resources rather than their
diversity (Frischknecht, o.fl., 2006)
Here below is information given by Soil conservation of Iceland (Landgræðsla Ríkissins, 2010).
a) Enhancement of vegetation by distributing fertilizer on previously vegetated land.
b) Distribution of grass seeds and fertilizer; a blend of different seeds distributed in addition to
fertilizer.
c) Sowing Lyme grass seeds with fertilizer; this method is the most expensive approach and is only used
when no other measurements apply. It is not appropriate for this example.
d) Lupine seeds distributed along with microorganisms; these microorganisms live in its root system and
capture nitrogen from the air, no additional nourishment is therefore needed. This method is the
cheapest, but at the same time very conflicted among scientists since lupine is a very aggressive
specie.
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It is assumed, after investigating detailed land-use plans for the Nesjavellir area and other relevant data, that
ca. 50% of the CLC category ‗Industrial and commercial area‘ marked as 121 in (Figure 32) needs to be
restored, which amounts to approx. 372 hectares. The total costs of different restoration methods for
restoring the relevant area is shown in Table 30.
In the further external cost calculations, option b in Table 30 is used. This is the traditional method used in
Iceland and also well suitable for valley locations, as in the case of Nesjavellir.
Table 29: Different restoration measures available associated with cost per hectare with everything included, e.g.
planning- and material cost (Landgræðsla Ríkissins, 2010).
Option Measure ISKR (2009) per hectare
€ (2002) per hectare
a Distribution of fertilizer 65.000 468
b Distribution of fertilizer and mixed grass seeds 90.000 648
c Distribution of fertilizer and Lyme grass seeds 150.000* 1.080
d Distribution of lupine seeds 50.000 360
*this method excluded, since it is not appropriate in this context
Table 30: Cost for the appropriate restoration methods
Option Measure
Total costs of restoring 50% of the
CLC 121 area [ISKR (2009)]
Total costs of restoring 50% of the
CLC 121 area [€ (2002)]
a Distribution of fertilizer 24.180.000 174.174
b Distribution of fertilizer and mixed grass seeds
33.480.000 241.165
d Distribution of lupine seeds 18.600.000 133.980
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6.4.4.3 MONETARY VALUATION OF BIODIVERSITY LOSSES DUE AIR BORNE EMISSIONS
(EXAMPLE)
The changes in vegetation due to airborne pollutants will not be calculated here for two reasons. There has
not been set reference as to how the vegetation should be on a restored land. Reference vegetation is also far
from the European mainland standards for which price tags are defined within the NEEDs project. Hence, a
price tag for the specific Icelandic context needs to be defined.
A theoretical example from the Netherlands will be shown instead.
Table 9 shows biodiversity damage as expressed by PDF change caused by a deposition increase of 1 kg of
three compounds per m2 of 100% natural land in the Netherlands.
The costs of these Potentially disappeared fraction (PDF) changes are then calculated as follows:
PDF changes due to deposition of the three airborne compounds (column 4, table 2) are multiplied
with the restoration costs per PDF
Restoration costs per PDF for Germany have to be corrected for other countries by using PPS
(Purchasing Power Standard): 0.49 € / (PDF*m2) for Germany is equal to 0.48 €/(PDF*m2) for the
Netherlands.
Since biodiversity loss only occurs due to deposition on natural land the share of natural land in the
Netherlands needs to be included in calculations. This is calculated from CORINE data set according
to ten Brink et al. (2000). The share of natural land in the Netherlands amounts to 25%
Detailed calculation of external costs for the deposition of 1 kg of the 3 airborne emission compounds:
1.73 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural area / m2
total area) = 0.21 €/kg SOx deposition
9.52 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural area /m2
total area) = 1.14 €/kg NOx deposition
25.94 (PDF * m2 total area)/1 kg deposition * 0.48 €/(PDF * m2 natural area) * 0.25 (m2 natural area /m2 total area) = 3.11 €/kg NH3 deposition
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In order to calculate these same external costs of cost per kg for those three compounds and for different
countries certain assumptions must be made.
The PDF change per kg of pollutant (PDF/kg deposition per m2) is the same for all European
countries, as derived from the Netherlands.
Marginal costs calculated for Germany (0.49€/PDF*m2) only need to be corrected by purchasing
power (PPS) of the respective country.
Cover of natural land (%) has to be calculated for each country from CORINE data.
Background level of acidification and eutrophication of each particular country since it influences the
impact of additional deposition on biodiversity and therefore the consequential external costs.
6.4.5 Manufactured Metal Assets
The cost of four types of impacts on metal assets will be included in the evaluation:
1) Impacts on roof and wall coating plates of Nesjavellir geothermal energy plant (material exchange
and paint maintenance)
2) Impacts on roof material in chosen part of capital area (material exchange and paint maintenance)
3) Higher initial and operational costs of plant air ventilation system due to sustaining higher indoor
pressure than atmospheric pressure, and H2S scrubbing equipment
4) External costs due to tarnishing silver
5) Impacts on circuit-boards in sound studios
To establish signs of impacts on metals coatings in buildings the following actions were taken:
Interview with experts at the innovation Center Iceland on material selection and corrosion of roof
material as well as coating systems for preventional actions
Interviews with head of sales at Husasmiðjan, utility shop
Interview with sales manager at paint factory Slippfélagið
Interview with management at Nesjavellir plant
Interview with experts at the Icelandic Geo-survey
Questions sent to the manager of the National Land Survey of Iceland
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In 1995 the impacts of corroding gasses in geothermal steam from three geothermal plants on steel of various
grades was tested in a laboratory. Various alloys are mixed into steel to make it flexible, harder or resistant to
exposure to a range situations. The chemicals in geothermal steam react with the steel and can make it brittle.
The tests revealed that different types of steel respond to the corroding geothermal gasses in different ways.
The most potential impacts were allocated to chlorine (Cl), which can be found in geothermal brine of marine
origin. Hydrogen sulphite (H2S) was also shown to have potential impact on the steel. The structural form of
the steel also showed to be of importance (Þorbjörnsson 1995).
The building department at the Innovation Center Iceland informed that also aluminium plates need to be
painted in geothermal environment in order to keep them in good shape and prevent damage, first with an
initial coating and then maintenance of the paint after that. Both steel and aluminium plates are treated with
special alloys to prevent corrosion. Wind from the sea carries salt that also have impacts on the plates, and
pre-treatment against that has been developing for decades.
According to the interviewed sources, geothermal emissions add significantly to metal corrosion, which is
mainly allocated to Sulphur containing compounds. Areas with geothermal emissions experience similar
impacts as are seen on roofs near fish smelting factories that emit Sulphur and Nitrogen containing
compounds. The interviewees use the concept Hydrogen Sulphite as a term for geothermal emissions, but
this may be a mixture of gases.
Figure 33: Metal roofs that are not maintained
with paint will soon start to rust and after that
leak. Rust on Aluminium plates is white.
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Metal coating plates for buildings (steel and aluminium) need to be coated from the start, whether in
geothermal environments or not. Therefore there is only a difference in the needed maintenance, as plates in
higher H2S concentration environments need to be painted every 2 years but every 5-6 years in less polluted
areas. This is still mostly done due to the visual impacts of rust and the maintenance therefore usually merely
a touch up. Aluminium plates get white rust while steel rust is red. The paint becomes matte in a shorter time
in polluted areas and water based paints are not recommended.
6.4.5.1 CORROSION OF ROOF AND WALL COATING PLATES AT NESJAVELLIR PLANT
During the design and building phase of an geothermal energy plant, building material must be selected
carefully as to fit the geothermal environment that the building and the energy plant equipment itself is
exposed to.
In the Life Cycle Assessment of Nesjavellir however, no specific information is fed into the software for the
different grades of steel used in the construction of the plant; the most significant impacts from the
construction phase is the carbon dioxide emission inherent in the steel manufacturing. Emissions from
various alloys mixed into the steel, whichever type is selected for this role, do not appear in the results; the
impacts from the various mixtures are considered an insignificant detail in the main outcomes. An LCA for
more recent energy plants is in the making and may reveal different information on this matter.
The embrittlement or other type of corrosion-impacts from the emissions during the operation phase would
show up in the needed maintenance effort and life time of the various parts of the plant. Description of the
chemical impacts of H2S indicates that it could react with steel in the power equipment, steel frame in
building, as well as with the metal roof and wall plates. This is not estimated here.
In 2009 the Nesjavellir plant replaced roof and wall coating plates after 20 years, which under normal
conditions should have lasted for 40-50 years. The total replacement costs will amount to 1.080.487 € (Orig.
150 million ISKR 2009 costs). (Ingvason, 2009)
A normal economic approach is to set cost figures of this kind up for two different situations as in a
cost/benefit analysis. The second situation in this case is a theoretical setup where the emissions were to be
prevented. As follows from earlier chapters the emissions can eventually be mitigated by pumping down the
brine along with all emissions from the geothermal plant. There is also a technical solution to this, one that
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traps hydrogen sulphite and either turns it to pure sulphur or sulphuric acid. These mitigation approaches are
described in a thesis by Kristin Vala Matthiasdottir and one option is discussed shortly in a later section. The
relevance here on the other hand is to stress that maintenance is needed also even in areas where geothermal
emissions are not intense. Therefore the costs in the following tables are shown as a comparison between a
mitigated situation and one where emissions are let out of the plant as the situation is today. The external
costs due to the H2S emissions is then the difference between the two scenarios.
Thus, Table 31 gives an overview of the related roof and wall plates replacement costs as they would occur
during the 50 year life time of the plant, firstly with current H2S emissions and then as they would occur if the
H2S was remove from the emitted gasses.
Table 31: Cost of roof and wall coating plate maintenance replacement on the energy plant, with and without
H2S removal from plant emissions (Ingvason, 2009)
Roof & wall plate maintenance replacement at Nesjavellir
Cost figures in [€ (2002]
Local at the plant
With H2S With mitigation
Difference (External costs)
Cost pr maintenance replacement (Ikr)
1.080.487 1.080.487
Frequency /50y 2 1
Total 2.160.973 1.080.487 1.080.487
In addition to the replacement maintenance, the roof and wall plates need to be painted every year. This
requires 4 summer staff members to work full time for 4 weeks every summer. The estimated work cost per
person per month is estimated as 2.420 € (2002) (Orig. 328.680 ISKR 2009 cost) or a total of 9.678 € (2002)
for the summer. (Sigurdsson, 2009) Paint material costs are approximately 1.080 € (2002) (Orig. 150.000
ISKR 2009 costs). Table 32 gives an overview of the related costs, also with and without H2S removal.
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Table 32: Cost of paint maintenance at the energy plant, with and without H2S removal from plant emissions
(Sigurdsson, 2009)
6.4.5.2 CORROSION OF ROOF MATERIAL IN THE CAPITAL AREA
Given the local impacts at the plant the impacts on roofs within the capital area is described here according to
shortened life time of the paint coatings in proportion to distances from the emissions source. Consider
distances presented in Table 33.
Paint maintenance at Nesjavellir
Cost figures in [€ (2002)]
Local at the plant
With H2S With mitigation Difference
(External costs) Times /50 y 50 10 40
Paint 1.080 1.080
Work 9.678 9.678
Each time 10.758 10.758 0
Whole period 537.900 107.580 430.320
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Table 33: Distances from plant to city based on LUKR (Þormóðsson 2009)
From To Distance
Hellisheiði - Grensás air quality
station
23,5 km
Hellisheiði - East limits of city
Norðlingaholti
17 km
Hellisheiði - Reynisvatnsás (shortest
distance)
16,5 km
Within the 23,5 km radius from the plant there are 16.468 houses with 2.997.338 m2 of socket areal which is
close to equal to the area of the corresponding roofs and is set here as 3.000.000m (Þormóðsson 2009) . Walls
are also occasionally covered with the same material but this is left out here. It is assumed that the roof plates
need to be changed for maintenance every 30 years in the H2S affected region, but only every 50 years
otherwise. Note that sea born salt is also considered to have corrosion impacts, therefore houses near the
shore suffer from similar attacks and no attempt is made to adjust figures here for the combined impacts at
this stage. {Olafsson, 2010 #296}
Following Table 34 gives an overview of corrosion related costs of roof material replacement within the
considered capital area region, during the 50 year life time.
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Table 34: Cost of roof plate maintenance replacement within capital area, with and without H2S removal from
plant emissions (Olafsson, 2009)
Roof material maintenance replacement within capital area
Cost figures in [€ (2002)]
Regional within 23,5 km
With H2S With mitigation Difference
(Tot. external costs)
Nesjav. prop. of external costs
Roof material & work cost /m2
62 62
Times /50 y 1 0 1
m2 2.997.338 2.997.338
Total 184.565.424 0 184.565.424 60.906.590
Within the assumed H2S impacted area, roof painting maintenance is supposed every 4 years on the eastern
outskirts of the city. Presumptions for painting costs during the 50 year life time period are presented in Table
35.
Table 35: Presumptions of the cost of roof maintenance within the estimated capital area with and without
H2S pollution (Sigurdsson, 2010)
Paint maintenance within capital area
Cost figures in [€ (2002)]
Regional within 23,5 km
With H2S With mitigation Difference
(Tot. external costs)
Nesjav. prop. of external
costs
Paint + work /m2 MIN 8 8
Paint + work /m2 MAX 12 12
Paint + work /m2 Average
10 10
Times /50 y 10 5 5
m2 2.997.338 2.997.338
Cost each time MIN 23.978.704 23.978.704
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Cost each time MAX 35.968.056 35.968.056
Cost each time Average
29.973.380 29.973.380
Cost TOTAL MIN 239.787.040 119.893.520 119.893.520 39.564.862
Cost TOTAL MAX 359.680.560 179.840.280 179.840.280 59.347.293
Cost TOTAL Average 299.733.800 149.866.900 149.866.900 49.456.077
6.4.5.3 ADDED COSTS FROM AIR VENTILATION SYSTEM
The air ventilation system at Nesjavellir is especially designed to protect computers and other electrical
equipment that is sensitive to H2S corrosion, within the plant buildings.
Two measures are taken to obtain this:
1. Sustaining higher indoor pressure than the outdoor atmospheric pressure in needed parts of the plant
to prevent H2S from entering the facilities
2. Installing H2S scrubbing equipment within the ventilation system
External costs of the air ventilation system thus arise from the higher initial and operational costs of this
system, than of traditional ventilation systems.
Initial costs for the plant ventilation system are approximately 40% higher than that of a traditional system
and the electricity need for operation is approx. 30%8 higher, since the system needs to maintain a higher
indoor pressure than the outdoor atmospheric pressure to prevent H2S from entering the buildings.
{Adalsteinsson, 2009 #297}Material costs for operation of the ventilation and cleaning system is approx.
8 When calculating the costs of electricity use, the general electricity price to firms is used, excluding all taxes as well as transfer and distribution costs (0,03 €/kWh (2002) (Orig. 3,94 ISKR/kWh 2009 costs)). It is unlikely that Nesjavellir energy plant is paying itself for the electricity it uses, but this price is used here to be able to put a price tag on the external costs due to the higher electricity need of the ventilation system
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3.602 €/yr (2002) (Orig. 500.000 ISKR/year 2009 costs) and work costs due to service is approx. 258 €/yr
(2002) (Orig. 35.000 ISKR/year2009 costs). {Ingvason, 2009 #278}
Table 36 shows an overview of the external costs arising from the Nesjavellir air ventilation system.
Table 36: Overview of external costs arising from the Nesjavellir air ventilation system
External costs from Nesjavellir air ventilation system
Type of external cost External cost [€ (2002)]
Higher initial costs 270.473
Operational material costs of scrubbing system (tot 50 yr)
180.100
Work due to service of scrubbing system (tot 50 yr)
12.900
Higher electrical operational costs of tot. System (tot 50 yr)
969.601
TOTAL 1.433.074
6.4.5.4 TARNISHING OF SILVER ASSETS
Silver is the most lustrous of all the metals and it tarnishes readily. Black silver sulphide forms when the metal
has even the slightest exposure to any sulphur compounds found in the air or water or sulphur dyes often
found in cloth or paper. Thus, a well known impact of H2S, at least in Iceland, is the tarnishing of silver.
In order to evaluate the economic impacts of silver tarnishing due to the H2S emissions from Nesjavellir two
factors were estimated:
1. The costs of goldsmiths within the capital area, of preventing or cleansing the occurring tarnishes
(work time and material costs)
2. The costs of tarnishing cleansing agents bought by the public per year
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6.4.5.5 COSTS OF GOLDSMITHS WITHIN THE CAPITAL AREA
To estimate the external costs borne by goldsmiths within the capital area, a survey was sent out to all
jewellers in Iceland in the beginning of 2008. They were asked to comment on how, in their opinion, the rate
of tarnishing has evolved over the last years and what costs are associated, for them, with preventing or
cleansing the occurring tarnishes.
The findings showed an explicit difference between the rate of tarnishing within the capital area and
elsewhere. Also the consensus of most jewellers within the capital area, was that there had happened a
noticeable change in tarnishing rate approximately 2 years earlier. The tarnishing rate outside the capital area
has remained approximately 5-7 weeks over the last decades, while the rate has gone from 3-5 weeks within
the capital area two years prior to the survey, to approximately 1-2 weeks in 2008 when the survey was sent
out. Thus, tarnishing occurs approximately 3 times faster in the first part of 2008 than two years earlier.
This timing of change in tarnishing rate within the capital area correlates with the start up of the Hellisheiði
and the Reykjanes geothermal power plants, located only approximately 30-40 km from the capital area, in
opposites directions. Interestingly, comparing the measured amounts of H2S in the atmosphere in Reykjavik
before and after the start up of the new geothermal power plants, the average hourly measure indeed
increases by 3 times.
Since the H2S external cost estimates are based on 2006 figures, as well as the Nesjavellir proportion of the
external costs, the cost prior to Hellisheidi will be used for 8 months of the per year estimate and the after
start up cost for 4 months (Nesjavellir start up was in Septermber 2006)
According to the survey mentioned above, the costs due to tarnishing of silver for jewellers in the capital area
(material and work hours) before Hellisheidi start up was approx. 229.194 €/yr (2002) (Orig. 28 mill. ISKR/yr
2008 costs). This rose to approx. 687.582 €/yr (2002) (Orig. 84 mill ISKR/yr 2008 costs) after the Hellisheidi
start-up in the fall of 2006. Thus, the total estimated external costs of goldsmiths within the capital area per
year is 382.263 €/yr (2002) (Orig. 46,7 mill ISKR/yr 2008 costs).
6.4.5.6 COSTS OF THE PUBLIC DUE TO TARNISHING OF SILVER
Estimating the cost of the public within the capital area due to the tarnishing of silver (import and sales
figures for tarnish cleansing agents. It amounts to approx. 8 millj. ISKR per year before Hellisheidi and rose
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to approx. 9 mill. per year after Hellisheidi start-up. Thus, the estimated external costs of the public within the
capital area per year is 67.940 €/yr (2002) (Orig. 8,3 mill. ISKR/yr 2008 costs).
Table 37 shows an overview of the external costs due to tarnishing of silver within the capital area.
Table 37: Total external costs due to tarnishing of silver within the capital area. Nesjavellir proportion of the
total external costs is 1/3 as previously mentioned.
External costs due to tarnishing of silver within the capital area
Type of external costs External costs [€ (2002)] Nesjav. prop. of external
costs
Costs of goldsmiths within the capital area per year
382.263
Costs of public within the capital area per year 67.940
Total per year
450.203
TOTAL during 50 year life time of plant
22.510.150 7.428.350
6.4.5.7 CORROSION OF METALS IN CIRCUIT–BOARDS
Copper, zinc, silver and a range of other metals are used extensively in electrical equipment. Predominately
the metals are kept insulated and not exposed to the atmosphere when possible. Still during use heat is
formed and therefore many utilities are equipped with fans that draw in air stream for cooling.
Particular attention is given to electric equipment and measurement tools that are used in geothermal areas
where high concentration of hydrogen sulphite is expected. Equipment such as computers and digital meters
used in geo-surveying are made specifically for that role and protected thoroughly from the expected
corrosive impacts. This equipment is normally more expensive than their counterparts used outside
geothermal areas. Preventing metal - embrittlement due to H2S this must be considered in materials‘ selection
and design for this role. A problem where circuit boards in power plant management operation was reported
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for example in the Krafla power plant that was constructed in the North of Iceland in the 1970s. This is
relevant in closed spaces inside the plant and monitoring equipment must be protected. (Sigurbjornsson, pers
comm. 2009.) Otherwise the life time of computers, printers and electronic management equipment may be
shortened. One example of disturbed circuit boards potentially came up in Hellisheiði during the first
operational years before the air ventilation was installed. Sound equipment of the guest reception showed
failure. Crcuit boards in printers have also been investigated for similar impacts at the research laboratory at
the Icelandic Innovation Centre.
If impact from geothermal emissions on digital equipment used by the public is detectable it may pose a large
cost to society. Circuit boards are very common parts of modern home utilities and cars but usually coated in
resin or plastics. A first attempt was made to establish some information by discussion with managers and
experienced staff in large repair workshops that maintain personal computers. Their replies about eventual
incidents of signs of metal fatigue in personal computers or the circuit boards has not been noticed
(Fridriksson Pers commun. 2010).
Most of their reparation concern problems related to software. Also, personal computers have been
considered to have a useful life time of about 2-3 years and the technical development has been so fast as to
form the general rule in companies at least to renew computers according to demands for capacity set by
software rather than the hardware. The situation might change when companies need to use their equipment
for longer time.
Eventual impacts on electric systems in cars was not pursued.
6.4.5.8 INTERVIEWS WITH SOUND STUDIOS
Sound studios rely on sound mixers, complicated rather uncovered circuit boards made of wires and contacts.
The equipment is tuned to be extremely sensitive towards tones and therefore is delicate in structure and
sensitive towards any type of interference or dirt. It is a general statement that the equipment shows tarnish,
black plaque especially at contact points. The impact interferes with the sound and makes cracking noise
mixed with the tone that should come through.
In 2009 interviews were conducted with three sound studio professionals both at the state broadcasting
service and a private studio, and an experienced repair person with a long professional history. Their
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responses gave rise to a list of questions that were sent to the spokesman for the national association of
studios. The following questions were posed:
1. In your line of work do you notice tarnishing of metals in your equipment?
2. If so, can you describe the signs of this tarnish and the impact of the equipment
performance?
3. Do you have an explanation for these signs?
4. How do you deal with problems of this kind?
5. Measured in time and cost of spare parts, how much effort is put into correcting the
problem?
The intention was to collect some estimation of costs of the impacts described during the first interviews, but
no responses were obtained through this extensive way.
Figure 34: Mixer in Studio Syrland (Studio Syrland, 2009)
The maintenance shop at the state broadcasting service (RUV) stated that 75% of their time is dedicated to
clean off tarnishing metals (Hauksdottir 2009 Pers. comm.). The metals in the contacts are mostly copper,
silver and gold and about 100 contacts need to be replaced every year. The contacts are specially made for
studios and those who are made of chrome are more resistant but cost more. The staff needs to be on
constant guard to prevent tarnishing.
In the private studio the most experienced member of staff stated that tarnishing of the metals in their circuit
board means that they need to have an expert clean up of their mixer every second year. The cost of this is
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20.169 €(2002) (Orig. 2,8 mill ISKR (2009)) every year. This studio also has a similar unit in Denmark and the
tarnishing is not a problem there. The staff has good contacts with their fellow professionals in other
countries such as in Scandinavia and the UK. They claim that this problem is not known from their
surroundings. The information, which is of course rather coarse and should be substantiated further, will be
used in the following way to set a hypothetical external price borne by sound studios.
6.4.5.9 EXTERNAL COSTS BORNE BY SOUND STUDIOS
There are estimated 50 large sound studios (in recording studios, theatres, concert halls, community centres,
film studios etc) but many musicians have smaller equipment within the capital city that is allegedly reported
susceptible to the hydrogen sulphite. Each of these has one mixer that costs from 1.441 to 36.016 €(2002)
(Org. 0.2 to 5 million ISKR (2009)). This equipment needs to be maintained or replaced. As a rule of thumb
the circuit boards need to be maintained constantly whether they are new or old. With good maintenance they
can be used for 25 years if they are kept in a clean state. It is assumed that without the effect of tarnishing the
life time would amount to 50 years. The maintenance is done in the studio by sound-experts themselves but
sometimes mixers are sent to workshops to trained electronic technicians. Institutes like the National Broad
casting service (RUV) keeps their own team of electricians and two out of three are occupied all year around
to keep the equipment free of disturbance. Private sound studios sometimes send the equipment off to the
UK for example and the maintenance costs can reach the same amount as the purchasing price of a new one.
Table 38 shows the external costs due to corrosion of circuit boards.
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Table 38: Overview of the total external costs due to corrosion of circuit boards and the Nesjavellir proportion
of this cost
External costs due to corrosion of circuit boards
Circuit boards in sound studios within
the capital area, according to interviews
Calculatioins for 150 cuircit boards [€ (2002)]
Cost per unit [€ (2002)]
Yearly maintenance cost per unit [€ (2002)]
Total Yearly maintenance cost [€ (2002)]
Total maintenance cost
during 50 year lifetime of plant
[€ (2002)]
100 Small units 720 2.521 252.114 63.028.384
50 Large units 10.805 20.169 1.008.454
Life time of units with
H2S 25
Assumed life time wiht mitigation
50
Needed replacements during 50 year life time of
plant
1
Total replacement costs during 50 year life tima
612.276
Total external costs during 50 year life time
63.640.660
Nesjavellir porportion of
external costs (1/3)
21.213.553
Findings from all the sections assessing external impacts of H2S emission are used in the Cost Benefit section
and compared with the cost of one mitigation technology solution, an available sulphur scrubber. (See
chapter 9)
6.4.6 Total external Costs from H2S Air Emissions
Table 39 gives an overview of the total external costs assessed as arising due to H2S air emissions from the
Nesjavellir geothermal energy plant.
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Table 39: Overview of total external costs from H2S air emissions
H2S (HYDROGEN SULPHIDE)
Victims category Types of price tags Total external costs
[€ (2002)]
Nesjavellir proportion of external costs (1/3)
[€ (2002)]
Human well being Data from health care 3.839.002 1.266.871
Fauna Included in land quality price tag
- -
Flora Included in land quality price tag
- -
Land quality Biodiversity losses due to land use changes
- 241.165
Biodiversity losses due air borne emission
Icelandic price tag needed
-
Manufactured assets
Corrosion of metals:
Roof & wall plate maintenance at Nesjavellir
- 1.080.487
Paint maintenance at Nesjvellir
- 430.320
Roof maintenance in capital area
184.565.424 60.906.590
Paint maintenance in capital area (Average)
149.866.900 49.456.077
Nesjavellir air ventilation system
- 1.433.074
Tarnishing of Silver 22.510.150 7.428.350
Corrosion of metals in Circuit–boards
63.640.660 21.213.553
TOTAL EXTERNAL COSTS
RELATED TO H2S [€ (2002)]
424.422.136 143.456.487
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6.5 Chemicals in Brine
There are actually two types of wastewater emitted from a geothermal plant:
1. Brine, which is separated from the steam/brine mixture extracted from the boreholes, before the
steam is lead to the power generating turbines, during the operation phase. The brine is either
emitted on the surface or re-injected into re-injection holes. The brine contains various kinds of
chemicals.
2. Condense water, which is the part of the steam that has condensed after the steam has gone through
the power generating turbines. This waste water is then also released either into surface pathways or
re-injection holes. Condense water contains much less chemicals.
Brine is emitted from a geothermal power plant in both the construction and operation phase. During the
construction phase boreholes are being drilled and various research holes are all ready emitting steam and
brine.
The brine can contain various chemicals. The higher the temperature of the field the more chemicals can be
dissolved in the extracted brine but the specific chemical composition relies to a high extent to the geological
origins of the bedrock.
Each geothermal site has specific characteristics according to multiple variable factors and therefore the
preparation phase is extremely important in giving indications to as how much and in which way the resource
can be used.
Considerable amount of wastewater, with temperatures from 46-100C°, is produced during the energy
production at Nesjavellir. In 2002, this wastewater was either pumped back into the ground through shallow
holes or disposed of into the Nesjavellir stream. (Snorrason et al., 2004) This stream found its way some 3.8
km through lava fields into Lake Thingvallavatn.
Today though, most of the waste water is re-injected into carefully planned reinjection holes, thus, decreasing
potentials for impacts due to chemicals contained in the water.
The brine from Nesjavellir contains elevated concentrations of SiO2, As, Al and B.
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However, according to Wetang‘ula and Snorrason (2005), the concentration of the chemicals is diluted before
the water reaches the lake and there is no detectable rise or accumulation of trace elements in the sediments,
vegetation in the water or fish at the geothermal influenced sites. With increased power production, waste
water increases. It is important to follow the destination of the waste water and monitor its impact on the
surrounding environment.
As mentioned above, most of the waste water is now re-injected into the ground, which in addition minimises
the contact of the contained chemicals with the surface environment. But it is still important so monitor the
movements and destinations of the re-injected fluids, in order to establish that they are not causing impacts
through underground interactions with cold ground and surface water systems.
Guðjón Atli Auðunsson, at Innovation Center Iceland (ICI), applied for a grant in 2008 to monitor mercury
(Hg) in lake trout in Lake Thingvallavatn and other lakes in Iceland. Larger trouts have been found to
contain relatively high concentrations of mercury in Thingvallavatn but little information is available for other
lakes in Iceland, especially regarding large trouts. The reasons for this elevation in large trouts in
Thingvallavatn are not known and it is an interesting conclusion from the LCA study findings used within this project, that
no Hg is emitted from Nesjavellir, neither through air or water emissions.
Still an overview of the emitted chemicals is given in the following sections, even though no price tags or
external costs are assigned to them. Only chemicals emitted during the operation phase are shown.
Presently, there do not exist any price tags for SiO2, As, Al and B emitted to water. Seeing that
available research indicates that there cannot, at least not yet, be detected any impacts from these
emissions, there are not allocated any external costs to these emissions within this project.
The impacts of these emissions (especially As and Al) need to be closely monitored and taken into
account, if impacts emerge at a later stage
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Table 40: overview of the types and amounts of chemicals emitted through brine during the life cycle of the
Nesjavellir geothermal power plant.
CHEMICAL ASPECTS IN BRINE
Type of Chem.
Construction [tons]
Operation [tons]
End-of-life [tons]
Total Mass
[tons]
SiO2 394.583 394.583
As 20 20
Al 1.078 1.078
B 1.057 1.057
6.5.1 SiO2 (Silicia Silicon Dioxide)
Silicon dioxide, also known as silica, is the most abundant mineral in the Earth's crust and is commonly
found in nature as sand or quartz.
Silica is used as raw material in many products and industries, such as glass, crystal, optical fibres, ceramics
and even as an additive in the production of foods.
Health impacts of silica only occur when inhaling silica dust, which can over time lead to bronchitis or (much
more rarely) cancer. In other respects, pure silicon dioxide is inert and harmless or even beneficial. A study
following subjects for 15 years found that higher levels of silica in water appeared to decrease the risk of
dementia. The study found that for every 10 milligram-per-day intake of silica in drinking water, the risk of
dementia dropped by 11%. (Rondeau 2009)
SiO2 (Silicate)
Emissions during 50y
lifetime according to
LCA [tons]
Price tag
Related external
costs
394.583 - -
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6.5.2 As (ARSENIC)
Arsenic is notoriously poisonous and is used in pesticides, herbicides, insecticides and various alloys.
Studies indicate a dose dependent connection between chronic arsenic exposure and various forms of cancer.
Studies also indicate effective removal of dissolved arsenic in water by co-precipitation with either iron or
aluminium oxides, which could be interesting in this case since the brine from Nesjavellir also contains
aluminium (Al).
As (ARSENIC)
Emissions during 50y lifetime according to LCA [tons]
Price tag
Related external costs
20 - -
6.5.3 Al (ALUMINIUM)
Aluminium is the most abundant metal in the Earth's crust but is too chemically reactive to occur in nature as
a free metal. Al is an important raw material in structural components within transportation, building and
aerospace industries.
Its toxicity can be traced to deposition in bone and the central nervous system. In very high doses, aluminium
can cause neurotoxicity, and is associated with altered function of the blood-brain barrier. Al has
controversially been implicated as a factor in Alzheimer's disease but this does not hold scientific consensus
{Ferreira PC, 2008 #294}{Stevanovi , 2009 #293}
Al (ALUMINIUM)
Emissions during 50y lifetime according to LCA [tons]
Price tag
Related external costs
1.078 - -
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6.5.4 Impacts from B (BORON)
Elemental boron is used in the semiconductor industry, glass and ceramics.
Boron is an essential plant nutrient and lack of boron results in deficiency disorder, where as high soil
concentrations of boron may also be toxic to plants. Elemental boron is non-toxic to humans and animals
(approximately similar to table salt). Fish have survived for 30 min in a saturated boric acid solution and can
survive longer in strong borax solutions. {Garrett, 1963 #291}
B (BORON)
Emissions
during 50y lifetime
according to LCA [tons]
Price tag
Related
external costs
1.057 - -
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7 PHYSICAL Aspects and their Impacts
This chapter will investigate the possible impacts of physical aspects (thermodynamic and kinetical) related to
the life cycle of geothermal power production. This aspect group mainly comes into play through the thermal
energy in the brine pumped up out of the geothermal system, the shifting of cold groundwater from
groundwater reservoirs to the surface for use in the geothermal power production process and dislocation of
soil during construction of the geothermal power plant itself and connected roads etc.
7.1 Thermodynamics
The heat from the source is the energy that is being harnessed. The medium that carries it is water. Water that
has met hot substance on its course in the bedrock will dissolve chemicals but the heat itself is also forgeign
in most ecosystems at the surface. The following section studies the impacts of heat.
7.1.1 Heat from Brine
In 2002, some parts of the Nesjavellir waste water was still disposed of on the surface into the Nesjavellir
stream, with outflows into Lake Thingvallavatn. (Snorrason et al., 2004)
According to Wetang‘ula and Snorrason (2005), water temperature at the major outflow sites has increased by
15-17°C since the start of electricity production in 1998. During calm weather tongues of warm water float
atop the cold, dense lake water and during cold winter periods the outflow sites are ice-free, in contrast to the
rest of the lake. The spread of floating warm water is expected to break down quickly due to wave action and
wind cooling. Also efficient water mixing causes temperature to drop to normal lake temperature short
distance away from the outflow sites.
On the whole the Wetang‘ula and Snorrason study does not anticipate any large scale impacts of elevated
temperature at outflow sites, on the Thingvallavatn ecosystem. Still, the nearest environment could start to
favour species that tolerate a wider range and large short term fluctuations in temperature.
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Today though, most of the waste water is re-injected into carefully planned reinjection holes, thus, decreasing
potentials for temperature pollution impacts. In conclusion, no external costs are assigned to thermal
pollution due to energy harnessing at Nesjavellir.
Table 41: Overview of external costs due to heat from brine
External costs due to heat from brine
Types of impacts Price tag type External costs [€]
0 - 0
TOTAL external costs during 50 year life time of plant 0
7.1.1.1 ENERGY BALANCE OF THE NATURAL GEOTHERMAL SYSTEM
The issue of reservoir engineering or the balance of a natural geothermal system, which is being harnessed, is
very much connected to the issues of renewability and sustainable utilisation.
Firstly, a note on the concepts of renewability and sustainability: often these two concepts are intermingled
and wrongly so. Renewability of an energy source has to do with the intrinsic characters of the source,
whereas sustainability has to do with how this source is being utilised. (Axelson et al. 2001)
The characteristics of geothermal power, which are relevant regarding whether or not it should be defined as
renewable, are twofold:
1. Mass reserve (brine), which is constantly renewed at a rate depending on the geothermal system (the
availability of brine fluid and the crust permeability).
2. Thermal energy reserve, which is usually renewed extremely slowly (heat transfer from deeper crust
layers or other thermal source).
Which one of the two has the weightiest relevance differs between geothermal systems.
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This intrinsic twofoldness of geothermal reserves makes the classification of this energy source as renewable
more complex than otherwise, which again affects the task of determining what sustainable utilisation looks
like. (Axelson et al. 2001)
Discussions on a definition of sustainable geothermal utilisation have been ongoing since the concept of
sustainability was first coined in the Brundtland report 1987. Yet, a clear and standardised definition has not
as yet been agreed upon. This report uses a definition proposal from the National Energy Authority of
Iceland from 2001: Sustainable geothermal utilisation is defined as utilisation that can be maintained
for 100-300 years. (Axelson et al. 2001)
Thus, the sustainable utilisation of geothermal power is governed by the production process9, production
technology and can in some cases also be enhanced by reinjection of the brine. Additionally, hopes are that
deep drilling will enhance the energy per unit of brine and hence, advance future prospects of sustainability
within geothermal harnessing. (Axelson, G. 2008)
Based on its twofold characteristics, harnessing geothermal power has a twofold impact on the natural
geothermal system:
3. Mass extraction. Thermal energy is drawn from the geothermal system by extracting high
temperature brine from the ground. This decreases the water level in the system and thus, the
pressure. The sustainability level of a given geothermal system is then dependant on the permeability
of the ground layers and the availability of hot ground water, and hence how readily new geothermal
liquid replaces the removed brine (mass flux). Properly planned reinjection of brine can be of benefit
here.
4. Thermal energy extraction. Geological circumstances and the brine-thermal source interaction
determine the thermal energy content of the inflowing brine, which is replacing the extracted fluid.
Usually, the thermal extraction is more rapid than the energy flux from the heat source to the
9 Quote from (Axelson, G., 2008): ―Methods of sustainable geothermal utilization 1. Constant production below the sustainable l imit [not often a realistic option] 2. A step-wise increase in production up to the sustainable limit 3. Periods of intense/excessive production with intermittent breaks in production of comparable length [Based on assumption that following a period of excess ive production geothermal systems mostly recover to their pre-production state, i.e. effects are reversible] 4. Greatly reduced production following a shorter period of excessive production‖
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replacing brine. In such cases, the energy reserve is affected such that the reservoir temperature will
decrease. Consequently, the thermal energy content per unit of extracted brine will decrease and
added mass of brine will be needed to produce the same amount of electrical energy.
Utilisation of the Nesjavellir geothermal system began in 1990 by 100 MWt thermal energy for district
heating, increasing in 1998 to a thermal production of 200 MWt and adding 60 MWe electricity production.
In 2000 the electricity production rose to 90 MWe. The mass extraction (from approx. 2000m) to sustain
such a production (200 MWt and 90 MWe) is approximately 440 kg/s (≈ 440 l/s).
Measurements have shown that this harnessing history had resulted in a pressure drop of 7 bar in 2005
(compared to 1985 pressure) (Axelson et al. 2005) and an energy per unit drop from approx. 2000 kJ/kg in
1990 to approx. 1500 kJ/kg in 2000. (Ballzus, C. et al. 2000)
Computer model calculations suggest the prospects of additional decrease of energy content to 1250-1300
kJ/kg over a 30 year period of a constant 90 MWe and 200 MWt production. (Ballzus, C. et al. 2000) Pressure
draw-down at the end of such a period would be approximately 26 bar. (Axelson, G. 2003)
The fact remains then, that such a production rate is not sustainable but excessive, since it cannot be kept
persistent, with the same technology, for a period of 200 years, due to continuous pressure decrease within
the geothermal system. (Axelson et al. 2005)
Note, that the current production level at Nesjavellir is 120 MWe and 400 MWt (as of 2006), demanding
approx. 540 kg/s (≈ 540 l/s) of brine. Such production during a 30 year period, would likely cause a pressure
draw-down of the order of 30 bar and a temperature drop at the end of the 30 year period of 4-5°C, which is
about 1,5% of the reservoir temperature. (Axelson et al. 2005)
Principal results, though, of the model calculations are that the impacts of such excessive production during a
30 year period would most likely be reversible. Pressure would recover to pre-production levels over a time-
scale comparable to the time-scale of production. (Axelson et al. 2005) Temperature on the other hand shows
the interesting trend of continuing cooling even though production would cease after the 30 years. According
to the calculations this cooling would not turn around until approximately the year 2300 when cooling had
reached 10-15°C compared to the year 2000 and would need more than a 1000 years to recover to pre-
production levels. It should be noted here though, that the temperature part of the calculation model has not
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been evolved as far as the mass part and therefore needs further development to produce as reliable
conclusions as for the mass. (Björnsson, G. 2006)
In 2004 re-injection of parts of the brine into upper parts of the geothermal system (600-800m) was started to
counter the pressure draw down. Today approx. 90% of the separation water (containing most of the
chemicals from the brine) is re-injected into the upper parts of the geothermal system (approx. 800m) and
approx. 30% of the condensation water (causing mostly heat pollution). Such re-injection has to be conducted
based on careful experiments and strategy as not to cool down the geothermal system by heading off the
original, high energy geothermal brine influx. Studies are ongoing into the possible prolonging effects of this
re-injection on the basis for continued excessive harnessing.
According to Dr. Einar Gunnlaugsson at Reykjavik Energy (the owner company of the Nesjavellir plant),
then despite the noted pressure and energy decrease within the Nesjavellir system, as described above, it has
only been necessary to bore one additional hole in order to maintain production levels during the last 20 years
of harnessing history at Nesjavellir (1990-2010). All other new holes have been added due to capacity
increases.
In his expert opinion it is viable to assume that in continuance one new hole is needed every 5 years to
maintain production levels, and it is not likely that a new plant is needed at the end of the defined 50 years life
time, to take over productions.
As a price tag for the external costs of aggressive production rates at Nesjavellir therefore, the
costs of adding a new hole every 5 years is used, presuming the first being added 2010.
NB! :
Our supposed life time starting year is 2002 but up until 2010 only one hole has been needed to
maintain productions which started in 1990. The cost of this one hole will still be accounted to
our 50 years life time starting at 2002.
Also one hole every 5 years is needed to maintain a higher production capacity (120 MWe and
400 MWth) than the 90 MWe and 200 MWth assumed within this project.
These biases will though partly be levelled out by presuming the same cost of a borehole
throughout the 50 year life time, or 2.900.097 € (2002)/hole (Orig. 250.000.000 ISKR/hole to be
used throughout the entire life time. In actuality, this will not be the case, since the cost of
boreholes usually increases with inflation over time.
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Table 42: Overview of external costs due to balance disturbance of geothermal system caused by aggressive
production rates from geothermal system
External costs due to balance disturbance of geothermal system
(aggressive production rates from geothermal system)
Type of external impact Decrease of production capacity of geothermal
system
External costs price tag
One additional borehole needed every 5 years to maintain production levels
Number of new holes needed during 50 year life time 9
Cost per hole [€ (2002)]
2.900.097
TOTAL external costs during 50 year life time of plant [€ (2002)]
26.100.875
7.2 Kinetics
Under this chapter there will be discussed several physical aspects that describe impacts on mass flow of
material. The most important factors are water and material in the neighbourhood of the plant.
7.2.1 Brine
The brine is the medium that carries the heat (energy) from the system through the energy plant. The
characteristics of the mass has a different effect than the heat, the mass disclocation has impact on the
pressure of the system and by moving the hot water away, colder water may flow in and disturb the heat flow.
Geophysical movements are monitored carefully in the area as if to manage the geothermal sysem and
maintain the balance.
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7.2.1.1 MASS BALANCE OF NATURAL GEOTHERMAL SYSTEM
This impact is included in section 7.1.1.1 ENERGY Balance of the Natural Geothermal System.
7.2.1.2 INDUCED SEISMICITY AND SUBSIDENCE
According to Dr. Einar Gunnlaugsson at Reykjavik Energy, seismic activity is to be an expected associate in
geothermal systems, probably related to the flow of water through subsurface channels. Increased flow during
exploitation can therefore increase seismic activity. Re-injection of fluids into deep formations has also been
recognized as a cause of seismicity.
The Nesjavellir energy plant is located close to a number of active earthquake areas. On Figure 35 the closest
areas of active earthquake zones of origin are marked with black quadrangles. Within the last decades several
earthquakes have taken place within the area, the largest rated up to a little over 6 on Richter. Nesjavellir
energy plant and other buildings and structures within the area, are designed to withstand such seismic
activities.
Figure 35: A mapping of active earthquake centre areas, close to Nesjavellir energy plant.
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Also, geothermal areas with low rock strength can experience some subsidence sue to the withdrawal of
geothermal fluid from the ground. Subsidence can bring implications, e.g. for the stability of pipelines, drains
and well casings within the geothermal field (Bessason 2006)
At Nesjavellir a levelling survey has been ongoing the last 15-20 years. This survey has shown that some
subsidence occurred prior to 1994 (thermal production was initiated in 1990) while the last years have actually
seen an elevation in land level.
In conclusion, no external costs are assigned to either seismic activity or subsidence, as a result of geothermal
harnessing at Nesjavellir.
Table 43: Overview of External costs due to induced seismicity and subsidence
External costs due to induced seismicity and subsidence
Types of impacts Price tag type External costs [€ (2002)]
0 - 0
TOTAL external costs during 50 year life time of plant 0
7.2.2 Mass Balance of Cold Ground Water System
Cold groundwater is used at Nesjavellir energy plant mainly as cooling water and for district heating (heated
by brine in heat exchangers).
The groundwater is considered pure as it percolates through lava fields and it constitutes a resource used by
communities in the region. Therefore mixing the geothermal brine and the fresh water couches is avoided in
the plant design.
An overview of the relevant ground and surface water flow within the Nesjavellir area is given in Figure 36.
The arrows display the amount and direction of fresh water around the energy plant. The cold ground water
originates as precipitation either in the area or flows from afar. A low nutrient cold lake is in the close vicinity
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and the area forms a national park. The lake itself is a tourist attraction and supports special life forms that
are considered quite unique.
Given 90MWe and 200MWt production at the Nesjavellir plant the following cold ground water flows occur:
1.700 l/s of cold groundwater are pumped up at Grámelur. It mainly comes from lake
Þingvallavatn.
o 500 l/s of that water leaves the area as water for district heating in Reykajvik. It does not
mix with the geothermal brine but goes through heat exchangers
The remaining 1.200 l/s are
o partly re-injected into shallow ground water reservoirs flowing towards lake Þingvallavatn
(Ballzus et al., 2000)
o and the remainder (40%) flows into Þingvallavatn as surface water (Ívarsson, 2008)
The in and out-flow of lake Þingvallavatn is roughly:
Groundwater flowing in from the Glacier Langjökull approx. 100.000 l/s (Kjaran, 2008)
Surface water from the drainage and catchment area of Nesjavellir, approx. 50-100 l/s (Ballzus et al.,
2000)
Groundwater from other catchment areas is assessed as approx. 9000 l/s (Ballzus et al., 2000)
Outflow is through the river Sogið, approx. 106.000 l/s. (Ballzus et al., 2000)
As a reference, the margin of error in the flow measurements of Sogið is 5-10% or 5.300-10.600 l/s so it is
clear that the quantity of cold ground water removed from the system due to Nesjavellir operations is
neglectable in view of the total system flows.
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Figure 36: Overview of flow of cold ground water near the geothermal energy plant at Nesjavellir.
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As it is deemed clear that the Nesjavellir operations is not disturbing the balance of the natural
ground water system in view of the total system flows, there are not assumed any external costs from
this factor.
Had any external cost impacts emerged, suggested price tag definitions could involve e.g. replacement costs,
since downstream in Sogið there are three hydropower stations together called The Sog Stations
(Sogsstöðvar: Ljósafossstöð, Írafossstöð and Steingrímsstöð). The cold groundwater sent to Reykjavik is (in
this case neglectable) deduction from the hydro flow through these hydro power stations and could thus, be
calculated as a decrease in power output from these stations.
Table 44: Overview of external costs due to balance disturbance of cold ground water system
External costs due to balance disturbance of cold ground water system
Types of impacts Price tag type External costs [€ (2002)]
- - 0
TOTAL external costs during 50 year life time of plant 0
7.2.3 Soil
7.2.3.1 DISLOCATION OF SOIL DURING CONSTRUCTION OF POWER PLANT
This impact is included in the Land Quality factor.
7.2.3.2 DISLOCATION OF SOIL DURING CONSTRUCTION OF ROADS
This impact is included in the Land Quality factor.
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8 EXISTENCE Aspects and their Impacts
This chapter investigates possible existence impacts of Nesjavellir geothermal power plant, that is, the
impacts resulting from the mere fact of the power plant being and existing in the location and environment
that it does.
The methodologies of assessing such often subjective issues differ with the different characters of the impact
that are being assessed. Thus, some can be fairly easily estimated based on data and facts, where as others are
very subjective and i.e. based on surveys measuring the opinion of both stakeholder groups and the public in
general.
In the following sections, both cases occur.
8.1 Changes in Natural Landscapes – Visual Impacts
An extensive Icelandic project is presently in implementation, evaluating the uniqueness and value of
Icelandic natural landscapes. Thus, this project will not present such an evaluation of its own. This factor
therefore needs to be updated when conclusions from the Icelandic project become available.
8.1.1 The Intrinsic Value of Landscapes
Buildings, boreholes, pipes – all are visual landmarks of geothermal power plants.
The method for assessing a price tag for this factor would be the Contingent Valuation Method (CVM), a
non-market-based technique that elicits information concerning environmental preferences from individuals
through the use of surveys, questionnaires, and interviews. A scenario or hypothetical market is constructed
involving an improvement or decline in environmental quality. The scenario is posed to a random sample of
the population to estimate their willingness to pay (e.g., through local property taxes or utility fees) for the
improvement or their willingness to accept monetary compensation for the decline in environmental quality.
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8.1.2 Impacts on Summerhouse Prices
Another impact of visual changes in the natural landscapes due to the Nesjavellir energy plant is on the
development of prices for summerhouses in visual range from the plant. (this valuing method is called
hedonic price method)
Historically, price development of summerhouses in close proximity to geothermal energy plants shows that,
view to such plants does not have negative impacts on prices. Rather, proximity to geothermal power plants
have a positive impact on pricing since Icelandic power companies have put much emphasis on building up
trails, markers, signs, information and maps of the nearby area, making it much more attractive for hiking and
other outdoor activities. (Leopoldsson, 2008)
Masts and pipelines in visual range can impact negatively approximately 20-30% in summer house pricing,
though. (Leopoldsson, 2008)
The pipeline from Nesjavellir does not cross any summer house area and thus cannot be calculated as a
negative impact in this respect. (Grimsnes, 2008)
All electric cables from Nesjavellir are under ground. High voltage electricity cables do cross some of the
summer house areas near Nesjavellir geothermal power plant, however, but these cables are due to hydro
power stations owned by the National Power Company Landsvirkjun and are not due to Nesjavellir (owned
by Reykjavik Power Company). Thus, negative impacts due to electric cables over ground cannot be credited
to Nesjavellir. (Grimsnes, 2008)
Also, forest planting has been one activity geothermal energy companies have attended to in Iceland making
their local areas more attractive to summer house owners. Looking back through approx. a 100 years of
summer house history, lush vegetation has been much more important and weighty on price development of
summer houses than view. (Leopoldsson, 2008)
One more issue, making proximity to geothermal energy plants attractive to summer house owners is the
access to warm water and district heating. (Leopoldsson, 2008)
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There are three summer house areas with visual range to the Nesjavellir energy plant: Nesjar (F1, 407 ha of
land quality A and B10, with ca 25011 houses when fully built up), Nesjavellir (F2, 49 ha of land quality A and
B, with approximately 15 houses) and Hagvík (F3b, 25 ha of land quality A, B and C, with 30-40 houses when
fully built up), according to the detailed land-use plan of the Nesjavellir area. (Grimsnes, 2008 / Grimsnes,
2008 B) Thus, a total of 305 houses.
The average size of summer houses in Grímsnes and Grafningshreppur is approx. 100m2.
For the current calculations the average m2 price of summer houses used is: 1.414 - 1.767 € (2002) (Orig.
200.000-250.000 ISKR/m2 2008 costs).
Popular areas (including the three mentioned above: 2.121 - 2.828 € (2002) (Orig. 300.000-400.000 ISKR/m2
2008 costs). (Leopoldsson, 2008)
The positive impacts of proximity to a geothermal energy plant are an approximate 20-30% increase
in the m2 price.
Note that the beneficial impacts do not actually arise from visual impacts, since it surfaced that view in
general and specifically view to a geothermal energy plant is not a highly important factor for Icelandic
summerhouse owners. Instead, the impacts stem from various beneficial factors resulting from proximity to
the energy plant and a range of actions taken by the energy company to improve its surroundings, such as
access to hot water and district heating, forest planting, building up trails, markers, signs, information and
maps of the nearby area, making it much more attractive for hiking and other outdoor activities, as previously
mentioned.
Thus, the positive external value creation of the Nesjavellir energy plant through an increase in summer house
prices in its proximity is 26.962.000 € (2002) (Orig. 3.812.500.000 ISKR/m2 2008 costs) when using the
average figure.
10 Land quality definitions: A – protected area / reservation, B – pristine nature and landscapes of a certain conservative value, C – areas with little conservative value (Grimsnes, 2008)
11 An approximation based on the size of the land as well as the planned density of houses in F3b and the current density in F2 (which should already be fully built up)
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8.1.3 Special Relics of Natural Landscapes
A detailed land-use plan of the Nesjavellir area, maps out special natural landscapes within the area. None of
these different relics of natural landscapes are directly affected or disrupted by the Nesjavellir power plant.
On the contrary, the area has been even more thoroughly mapped than it would have been otherwise and all
special natural landscapes marked out and will be especially protected. Additionally, these areas have been
made accessible by new trails, so that the public can enjoy them more readily than ever.
Therefore, there are not assumed any external costs from this factor. Probable beneficial impacts from
this factor is included in the Facilitated Access to Nature through New Roads/Trails, see section 8.2. Had any
external cost impacts emerged, suggested price tag definitions would involve contingent valuation.
8.1.4 Total External Costs from Changes in Natural Landscapes
An overview of the total external costs arising from changes in natural landscapes factor is given in Table 43.
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Table 45: Overview of total external costs from changes in natural landscapes
External costs due to changes in natural landscapes – visual impacts
Types of impacts Types of price tags External costs [€ (2002)]
The intrinsic value of landscapes
Price tag under development - needs to updated when price tag
available
- (not included – needs to be updated in
future studies)
20-30% increase in m2 price of summerhouses (These emerging impacts are actually benefits and thus presented as negative figures)
707 higher m2 price External costs
MIN - 21.563.500
1.061 higher m2 price External costs
MAX - 32.360.500
884 higher m2 price External costs AVERAGE
- 26.962.000
Special relics of natural landscapes - 0
TOTAL external costs during 50 year life time of plant [€ (2002)] - using the AVERAGE figure
- 26.962.000
8.2 Facilitated Access to Nature through New Roads/Trails
As mentioned in the previous chapter, good land management near geothermal power plants has lead to
rising prices of summer houses in their proximity. Icelandic energy companies have hired youngsters to lay
trails, markers, signs, information and maps of the nearby area to facilitate access to local areas, as well as for
forest planting. The public has made more use of the geothermal areas for leisure than before the energy
plants were established.
A survey regarding the impacts of geothermal energy plants within the Hengill area (where Nesjavellir is
located) on tourism and outdoor life was carried out in 2001. (Gudmundsson, 2003) The survey indicated a
definite increase in attraction for hiking and other outdoor activities.
68-74% of the respondents claimed that a geothermal energy plant in the area would not affect their use of
the area, 17-27% indicated that it would increase their use of the area and 5-13% that it would decrease their
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use of the area. Thus, a geothermal energy plant rather attracts people than decreasing the appeal of the area.
(Gudmundsson, 2003)
A majority had positive sentiments towards steam columns, boreholes, plant buildings and, to a lesser degree
though, towards cooling towers and borehole rims/bases. Generally, most agreed that pipelines and especially
noise and high-voltage transmission lines had negative impacts. (Gudmundsson, 2003)
Mostly, people use the Hengill are for shorter hiking trips (16%) but apparently the area attracts visitors for
multiple other reasons as well such as longer hiking trips (5%), gathering berries and herbs (4,2%), skiing
(4%), jeep trips (3,7%), photographing (3,7%) and visiting cultural sites (3,3%). (Gudmundsson, 2003)
In consequence it can be assumed that the impacts of an extended access to nature together with the signs,
information and hiking maps will affect approximately 36% of the current use of the area and in total the
number of visitors increase by approximately 12-14%. The year 2001 saw approximately 180.000 visits to the
Hengill area, which then would increase to approximately 203.000 visits. Thus, 23.400 visits can be accredited
to the energy company initiatives.
Assuming an average stay of 3 hours for all types of uses, except for longer hiking trips, which is assumed as
5 hours, the total hours amount to 72.540 hours. A defined value per leisure hour can be used to assess the
external costs (benefit actually) of this impact factor. Value per leisure hour is calculated as half the average
hourly salary, after tax deductions, which would amount to approximately 23 € (2002)/hour (Orig. 1.950
ISKR/hour (2002 figures)). Consequently, the external benefits from this impact factor is 1.640.910 €
(2002)/yr (Orig. 181.350.000 ISKR per year, based on 2002 salary figures).
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Table 46: Overview of external costs due to facilitated access to nature through new roads/trails
External costs due to facilitated access to nature through new roads/trails
Types of impacts Type of price tag External costs [€ (2002)]
Increased attraction of area for outdoor leisure (These emerging impacts are actually benefits and thus presented as negative figures)
Value per leisure hour
23 €/hour
- 1.640.910 / year
TOTAL external costs during 50 year life time of plant [€ (2002)] - 82.045.489
8.3 Tourism at Nesjavellir Plant
Nesjavellir data show that on average approximately 16-17.000 visitors visit the energy plant guest facilities
every year. On the other hand, visitors visiting the plant area without using the plant‘s visitors service is on
the rise and the total number of visitors would be much higher. (OR, 2008) According to a survey performed
in 2001 80.000 Icelandic visitors visited Nesjavellir that year, as well as approximately 40-45.000 international
tourists, that is approximately 125.000 visitors in one year. Additionally it is estimated that around 200.000
Icelanders have visited Nesjavellir power plant since its opening in 1990 (NB. One individual can represent
more than one visit, making the actual number of visits substantially higher. (Gudmundsson, 2003)
Assuming 16.500 visitors per year and approximately 1 hours stay at the Nesjavellir guest facility, and using
the leisure hour value defined in the previous chapter, tourism at Nesjavellir would produce an external
benefit of 379.500 € (2002)/yr (Orig. 41.250.000 ISKR per year, based on 2002 salary figures).
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Table 47: Overview of external costs due to tourism at Nesjavellir plant
External costs due to tourism at Nesjavellir plant
Types of impacts Type of price tag External costs [€ (2002)]
Guests visiting the Nesjavellir guest facility (These emerging impacts are actually benefits and thus presented as negative figures)
Value per leisure hour
23 €/hour
- 379.500/ year
TOTAL external costs during 50 year life time of plant [€ (2002)] - 18.975.000
8.4 Noise pollution
If there are any impacts from this factor is assumed to come into play, within facets affecting the outcome of
both the Facilitated Access to Nature through New Roads/Trails and Tourism at Nesjavellir Plant factors.
Therefore, this impact factor is not assessed separately.
8.5 Other Socio-economic Impacts
Other potential socio-economic impacts, in addition to the ones previously assessed within this Existence
section, are: (MHA/OIT, 2008)
Substantially altering of the location and distribution of populations
Changes in populations at a rate that exceeds historic rates
Decreases in jobs so as to raise the regional unemployment rates or reduce income generation
Substantial affects on local housing market (other than summer houses, which ar included in section
8.1)
Preclusion of the use of resources from other economically viable enterprises
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Needs to construct new schools or medical facilities
Disturbance of the delivery of emergency and other community services
The character of activity as well as the location of Nesjavellir energy plant away from densely populated areas
(approximately 20 km in bird range from the closest village, Hveragerði and app. 30 km from the capital area)
concludes in no negative impacts from the listed issues.
The need for staff is only around 20 so the size is not large enough to have substantial positive impacts on
employment rates either. (Pétursdóttir, 2009)
Therefore, there are not assumed any external costs from this topic.
There are of course also multiple external social benefits that are not included in this assessment, simply
because, they are too far reaching for the possible scope of this project and it was not the initial intention of
the project to focus on external benefits. These social benefits would include e.g. access to cheap hot water
and district heating, access to high quality and cheap swimming pools bringing enjoyment, leisure and
enhanced health, the absence of coal, oil or other more polluting energy plants, a strong position on
geothermal research and technical know-how within the global research and energy arena, etc.
Table 48 gives an overview of the external costs from other socio-economic impacts.
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Table 48: Overview of external costs from other socio-economic impacts
External costs due to other socio-economic impacts
Types of impacts Type of price tag External costs
Alteration of location and distribution of populations
- 0
Changes in populations at a rate - 0
Increases in regional unemployment - 0
Affects on local housing market (other than summer houses – included in section 8.1)
- 0
Preclusion of the use of resources from other economically viable enterprises
- 0
Needs to construct new schools or medical facilities
- 0
Disturbance of the delivery of emergency and other community services
- 0
TOTAL external costs during 50 year life time of plant [€ (2002)] 0
8.6 Archaeological- and Historical Remains
A thorough mapping of archaeological- and historical remains within the Nesjavellir geothermal area has been
carried out in relation to further energy planning within the area. This mapping shows that no known remains
are within the area or is being affected by the geothermal utilisation there. So, within the Nesjavellir case
study no external costs are ascribed to this concern.
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Table 49: Overview of external costs due to archaeological- and historical remains disturbances
External costs due to archaeological- and historical remains disturbances
Types of impacts Type of price tag External costs [€ (2002)]
- -
0
TOTAL external costs during 50 year life time of plant [€ (2002)] 0
9 Total External Cost for Energy Harnessing at Nesjavellir
The following table shows the total external costs estimated for the Nesjavellir case study.
Since the original goal was to present only the external cost, not assessing external benefits, a figure is given
for the costs excluding the emerging benefits from the existence aspects. During the course of the project
however, the existence aspects showed to produce only benefits so hence, these benefits were estimated.
Additionally, there are multiple other benefits, not mentioned within this project, such as the eradication of
needs for polluting coal and oil power plants, the access to inexpensive district heating and electricity, the
access to inexpensive warm water for pools and spas, beneficial health effects, the developed academic and
practical expertise on geothermal power and more.
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Table 50: Overview of the total external costs estimated for the Nesjavellir case study
TOTAL EXTERNAL COSTS FOR NESJAVELLIR CASE STUDY
CHEMICAL ASPECTS
AIR BOURNE CHEMICALS
Type of Aspects Types of impacts Type of price tag External costs [€
(2002)]
CO2 Global warming NEEDS
MULTIPLE With weighting
73.290.788
CO MULTIPLE ÷ 2.545.938
H2S MULTIPLE
Defined within project
MULTIPLE
143.456.487
NOx MULTIPLE NEEDS
MULTIPLE 3.186.286
N2O Global warming NEEDS
MULTIPLE With weighting
447.734
SO2 MULTIPLE NEEDS
MULTIPLE 312.046.589
NMVOC MULTIPLE NEEDS
MULTIPLE 74.058
CH4 Global warming NEEDS
MULTIPLE With weighting
4.820.606
VOC MULTIPLE ÷ 1.163.400
NH3 MULTIPLE NEEDS
MULTIPLE 39.201
CHEMICALS IN BRINE
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SiO2 0 ÷ 0
As 0 ÷ 0
Al 0 ÷ 0
B 0 ÷ 0
PHYSICAL ASPECTS
THERMODYNAMICS
Heat from brine 0 - 0
Energy balance of natural geothermal system
Decrease of production capacity of geothermal
system
One additional borehole needed every 5 years to
maintain production levels – 2.900.097 €
(2002)/hole
26.100.875
(9 holes in total)
KINETICS
Mass balance of natural geothermal system
Decrease of production capacity of geothermal
system
Included in costs regarding Energy balance of natural geothermal system
-
Induced seismicity and subsidence
0 - 0
Balance of cold ground water system
0 ÷ 0
Dislocation of soil during construction of energy plant
Disturbance of soil surface Included in Land Quality price tag
-
Dislocation of soil during construction of roads
Disturbance of soil surface Included in Land Quality price tag
-
TOTAL EXTERNAL COSTS [€ (2002)] 567.171.962
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EXISTENCE ASPECTS
Changes in natural landscapes – visual impacts
MULTIPLE MULTIPLE - 26.962.000
Facilitated access to nature through new roads/trails
Increased attraction of area for outdoor leisure
Value per leisure hour
23 €/hour - 1.640.910
Tourism at Nesjavellir Guests visiting the
Nesjavellir guest facility
Value per leisure hour
23 €/hour
- 18.975.000
Other Socio-economic impacts
0 ÷ 0
Archaeological- and historical remains
0 ÷ 0
TOTAL EXTERNAL COSTS – incl. Benefits
[€ (2002)] 519.594.05
9.1 Cost-benefit Calculations of Total External Cost Figures
Geothermal energy plants can be equipped with technology that cleans sulphur emissions for the indoor
environment. The atmospheric pressure is also kept higher indoors than outdoors so that emissions are kept
out and the staff kept from high exposure. This means that the station buildings need to be constructed
carefully and air conditioners need more powerful motors. Larger scrubbers are available on an industrial
scale and in the following sections information is from Vala Matthiasdottir‘s Master thesis on the Nesjavellir
power plant.(Kristín V. Matthíasdóttir 2006). Removal of Hydrogen sulphide from non condensable
geothermal gas at is obligatory in some countries that use this resource.
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9.1.1 Industrial scrubbing equipment
Four processes for hydrogen sulphide removal were studied. The technology was designed to process non-
condensable gas stream at the design-premise, Nesjavellir power plant. The most promising design was one
that would produce sulphur and hydrogen and sell these on one hand to a fertilizer plant and on the other
hand as fuel for transport. An interview with the author revealed that this process never went into the design
phase; the hydrogen market has not established properly and sulphur supply is in excess and no fertilizer
plant to make use of the process.
Instead an off-the-shelf technology is selected here for cost related calculations. Haldor Topsoe produces
many types of chemical industrial cleaning modules. WSA, or wet gas sulphuric acid management that
produced sulphuric acid instead. These are used in metallurgy and oil refineries but need to be adapted to the
capacity. One such module would easily service geothermal plant during its life but is often set to 30 years,
whereas the capacity is developed for much greater emission streams in coal fired plants and more varied
sulphur compounds. A valuable by-product is sulphuric acid which is used in chemical industry such as pulp
and paper production. The capital and operating expenses are presented in Table 51.
Figure 37: 3d view of
installed WSA plant for
treating acid gas
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Table 51: Prices for various parts of the recommended equipment. The table is imported directly from the
source and the exchange rate is 1€ = 91 Ikr
Purchased equipment € 6 500 000 591 500 000 ISK
Purchased equipment installation € 1 625 000 147 875 000 ISK
Instrumentation and controls € 1 690 000 153 790 000 ISK
Piping (installed) € 2 600 000 236 600 000 ISK
Electrical systems (installed) € 1 300 000 118 300 000 ISK
Fixed Capital Investment € 13 715 000 1 248 065 000 ISK
Operational cost pr year 43 205 000 ISK
Yearly revenue to sold H2SO4 141 000 000 ISK
Income – Revenue 97 759 000 ISK
9.1.2 Life time and discount rate Geothermal energy plants can be designed to use their resource fast and generate income for a short time. Or,
they can be constructed stepwise according to the registered capacity of the resource and developed for less
intensive use for a longer time. This is relevant to set an acceptable life time of the plant, and the discount
rate. Life time of energy plants are set to 30-50 years, but this indicates rather the life time of the equipment
and payback time of the relevant investments rather than the possible period of resource exploitation.
(Grímur Björnsson 2008). Other authors extend sustainable use to a period of 100 or 300 years (Gudni
Axelsson 2005). Here the period under study is set to 40 years. The discount rate is first set to 2,5% as is
recommended for equipment that will benefit in the long term (Richard Newell 2001) but a comparison is
also made with figures if the discount rate is set to 5,5% as is usual within the energy business when sales
agreement are made over 30 -40 years (Kristín V. Matthíasdóttir 2006).
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9.1.2.1 PRESENT VALUE (PV) OF THE PROJECT
A time line was constructed using all categories and frequency of the mitigation actions. Each cost category is
set into the timeline at the foreseen point in time according to replacement frequency but maintenance under
―normal‖ conditions subtracted. Each year the costs are added up and their present value found. The cleaning
equipment is discounted at the same rate. Appendix V contains all figures.
9.2 Net Present Value (NPV) of the alternatives: With and without
H2S abatement
According to Boardman it does not matter if the Net present value is calculated by finding the difference of
the costs and benefits each year or if they are summed up and the difference found from the total figures.
The Impact evaluation is set as the eventual benefits from mitigating the impacts. The investment cost plus
the yearly running cost is added to the capital investment. On the other hand the income from selling
sulphuring acid may not be as lucrative as is set up in Table 51. Therefore the income is set equal to the
running cost and therefore omitted from the benefits side. Ikr pr year (rate 2009) so that benefits from the
mitigation do not make too much income difference.
The benefits of mitigation show up already in the fifth year when income is set to equal operational cost of
the cleaning equipment. In the Cost Benefit timeline the prices presented are updated to the US$ rate for
2009.
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REPORT SECTION IV -
RESULTS
Report section IV is setup as follows:
10 CONCLUSIONS
11 COMPARISON OF EXTERNAL COSTS OF DIFFERENT ENERGY SOURCES
• 12.1 Critical Issues• 12.2 Unanswered Questions and Suggestions for further
Research
12 DISCUSSIONS
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10 Conclusions
The report shows that external costs can be priced and present real costs that can be considered in the plant‘s
design phase. The estimated external costs can be compared with other costs categories of designing and
operating energy plants.
The attempt to calculate external cost along the lines presented in this report is feasible. Yet, the outcomes
are only as good as the quality of the available data that is fed into the proposed methods. The report
emphasises the means as being a right step in the right direction for internalizing the external cost when
appreciating the real cost of geothermal energy harnessing. The end figures can be more disputable.
Life Cycle Assessment is a tedious task but still the best available approach to make comparison of resource
management, emissions and external impacts quantifiable. Now that software is available to speed up this task
and data banks inherent in these models can make them more accurate than ever, using LCA as basis for
further impact assessment and cost of externalities seems only appropriate.
The external impacts and therefore external costs from energy usage is comparable through the proposed
approach whether the natural resources are of various geothermal origins, other renewable energy sources or
nuclear and fossil origin. The further this approach is used and developed, hopefully all the more appropriate
and accurate it may become.
There are several ways that the proposed method can be used for comparison purposes or to bring forth
methods to incorporate all cost categories to find Life Cycle Cost or the Total cost of energy projects and
services. External costs can also be used to estimate the appropriate size of mitigating actions, such as is done
here for hydrogen sulphide scrubbing. These estimated external costs can be kept in mind and accounted for
in the plant design process, hopefully leading to cleaner production and prevention actions.
A conservative estimation of the cost and the relevant benefit calculations for the external costs of H2S,
where a rather expensive but off-the-shelf scrubbing equipment is selected to compare values, suggests that
there is a Net Benefit for mitigating H2S emissions if the discount rate is set to 5.5% and with only a 5 year
payback time. When using lower discount rate (which is not far from real rates for state-bonds) then the
benefits are even higher.
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Regarding the external cost findings for the Nesjavellir case study it is interesting to note that the absolute
highest cost factor is rooted in the H2S emissions.
It is assumed, according to experts within the field, that 10% of the H2S is converted into SO2. The external
costs due to SO2 is the highest emerging cost and 98,5% of that cost is due to SO2 presumably originating
from H2S. Additionally, the external costs due to SO2 transformed from H2S is approximately 50% higher
than the estimated costs stemming directly from H2S external impacts.
A Cost Benefit analysis performed only on the external cost estimated for H2S impacts shows that when
incorporating an off-the-shelf H2S scrubbing technology producing sulphuric acid, the benefits show up
already in the fifth year. If the external costs from SO2 originating from H2S would be taken into
consideration, this payback time would be even shorter!
On the whole, external costs originating from H2S present approx. 80% of the total external costs and CO2
emissions present approx. 13%. Thus, if the planned projects of Reykjavik Energy (Orkuveita Reykjavikur,
OR) for H2S scrubbing and CO2 capture and storage are fulfilled, that would decrease the total external costs
by 93%!
11 Discussions
The methods on externalities‘ calculation presented here must be considered only a first attempt in the
specified area. The authors hope to see constructive criticism and suggestions to amend the methods in the
near future. The following areas should draw specific attention:
A way of dealing with mitigating the external cost is to find out the public‘s willingness to pay for the cleaning
process because eventually the energy price from the geothermal plant would increase. The method would
eventually also be applicable but a twist in the situation arrives if the main user of the services from the
station is not the same population as suffers the impacts. If for example the main purchaser for the energy is
one industrial plant then instead of asking the public if they were willing to pay for the mitigation the
formulation of the question should rather be around willingness to accept compensation for their suffering.
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No attempt will be made to discuss the accuracy of the figures used in the exercise due to the mentioned
discrepancy between the available LCA data and the yearly emissions measured by Reykjavik Energy
(Orkuveita Reykjavikur, OR), the owner of Nesjavellir energy plant. Again, it is asserted that this basic data
needs to be revised when new LCA figures for Nesjavellir become available. Such a study is presently in
process as a Ph.D. project within the Engineering Department at the University of Iceland.
The categories selected for the calculations are considered of importance but there may be other costs that
have been overlooked. Some interviewees pointed out eventual links to corrosion on road vehicles. Due to
uncertain impact allocation (i.e. what is impact from salt on the streets, chemicals that are torn from asphalt
etc) this category is deliberately omitted. According to Runólfur Ólafsson at The Icelandic Automobile
Association (Félag Íslenskra Bifreiðaeigenda) the standard rust protection of vehicles has improved in such a
way in the last years that rust maintenance in general has decreased in Iceland. On the other hand, there are
indications that higher maintenance is needed on silver relays in vehicles electrical equipments in Reykjavik
than in areas where geothermal regions. This is an example of a category that is not addressed.
Also, as stated earlier, there are multiple external benefits, in addition to the ones mentioned within this
project, which would most likely undermine the external costs. Examples of such external benefits are i.e. the
eradication of needs for polluting coal and oil power plants, the access to inexpensive district heating and
electricity, the access to inexpensive warm water for pools and spas, beneficial health effects, the developed
academic and practical expertise on geothermal power and more.
11.1 Critical Issues
For the external cost of Nesjavellir it is essential not to use the cost estimations until the cost can be
recalculated with new figures from an LCA that may become available in the year 2010.
The proportion of H2S transforming to SO2 has large impacts on the external cost conclusions.
In order to be able to calculate external costs for a specific geothermal energy plant in the vicinity of
Reykjavik it is necessary to have more accurate data on H2S dispersion and the proportion of each plant‘s
emissions in the measured concentrations within the capital area.
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Specific Icelandic price tags are needed for the intrinsic value of landscapes and loss of land quality due to air
pollution. Also, it would be a worthy task to further scrutinise the preconditions behind the NEEDs price
tags, to decide whether these conditions would need to be defined specifically for an Icelandic context.
11.2 Unanswered Questions and Suggestions for further Research
It is highly recommended that a study is undertaken that looks at the aspects handled within this project in
context with economic flows. But whereas the report focus was on methods to estimate externalities this task
was set out of the scope of this report.
The following list suggests further questions that have not been addressed and might be cause for attention:
Set an acceptable proportion of H2S transforming to SO2 in the Icelandic climatic context
Actual impacts of H2S on Icelandic fauna and flora within the local and regional vicinity to
geothermal energy plants and a PDF (proportional disappeared fraction) set for the local fauna which
has unusually few numbers of species in the natural fauna).
More accurate information on the actual impacts on human health. Only the first indicators are
studies in the ongoing Masters‘ student project. The impacts of long term exposure to small
concentrations of H2S on human health should be dealt with
Price tags for an Icelandic context, of the impacts of other polluting chemicals than H2S (revising the
NEEDs price tags for an Icelandic context)
Fiscal value price tag for the intrinsic value of Icelandic nature and landscapes
Impacts of H2S on maintenance costs of vehicles within the capital area
Impacts of H2S on maintenance costs of computers within the capital area
Seismic impacts due to geothermal harnessing in Iceland
Impacts on microorganisms (shouldn‘t be any direct impacts, except through impacting natural
geothermal springs)
Studies on the flow patterns of reinjected brine and possible impacts on flora and fauna in nearby
lakes and streams
Where does the measured mercury in trouts in Lake Thingvallavatn come from?
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APPENDIX 1 – INDEX OF CONCEPTS AND ACRONYMS IN
ALPHABETIC ORDER
Note: an extensive list of concepts in Icelandic, used in context with geothermal energy and environment is to
be found in the reference Frummatsskýrsla um Bitruvirkjun (VSÓ 2008)
Aspect: The act of looking at, regard, respect, side (isl: hlið, atrið, viðfang)
Assets belongings. Anything tangible or intangible that one possesses, usually considered as applicable to the
payment of one's debts is considered an asset. Simplistically stated, assets are things of value that can be
readily converted into cash including itself. It is money and other valuables belonging to an individual or
business. Tangible assets contain various subclasses, including current assets and fixed assets. [Intangible
assets are nonphysical resources and rights that have a value and give advantage in the market place.
Examples of intangible assets in financial capital are goodwill (or trust derived in the social field) copyright or
patent and computer program derived from human capital. In terms of Natural capital examples of tangible
assets are potable water and wood. Intangible assets can be management procedures or practice. Products
and services are also either complementary or substitutable and ownership can either be private or
public. The market economy is efficient in negotiating unit prices when all relevant information is accessible.
Public goods are on the other hand so essential that we expect them to be priceless (public good and non-
substitutable) and freely accessible for all. It is not until this public good is damaged or becomes scarce that
we realize that their worth is much higher than nil. As long as they are plentiful and the ecological services
provide enough of them they are not priced. After the damage has set in the view may change, but who
should pay for its restoration when the ownership is public? There is a limit to the Substitutability between
capital types. Earlier, manufactured capital was limiting, but with the expanding scale, natural capital and its
process flows is becoming the limiting factor. Manufactured capital and infrastructure cannot replace natural
capital. For example: A power plant is manufactured capital, if the flow of geothermal heat (natural capital)
seizes the plant is worthless as well. Or, what is the value of trawlers if the fish stock is gone?
Biodiversity: The number of species living in a certain area the richness of the species diversity.
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Biotope
Brine: Brine in general terms is sea water that due to evaporation or freezing contains more than the usual
amount of dissolved salts. Geothermal Brine: Brine that is overheated with respect to its observed depth as a
result of association with anomalous heat source, such as heat transferred from a fault zone. Geothermal
brine is used here as the liquid that carries the heat that geothermal energy plants use in their processes. The
geothermal brine is usually a water solution, rich in dissolved compounds, including gas types. The
dissolution has been facilitated by the heat and pressure and the types of compounds are coherent with the
chemical composition of the surroundings. The geothermal brine can have ‗originated‘ in sea water.
Capital is considered to be a stock of assets made of materials or information that exist at a point in time.
Each form of capital stock generates a flow of services that may be used to enhance the welfare of humans.
This happens either autonomously (grazed land recovers before the next season) or in conjunction with
services from other capital stocks (monitoring, maintenance). Human use of flow of services may or may not
leave the original capital stock intact; Fish stocks that are exploited faster than they can regenerate will
decrease in size, but the stock continues to be a renewable resource.
Capital types have been conceptualized as follows: Natural capital: natural environment and its living
systems, defined in terms of a stock of environmentally provided assets (soil, atmosphere, forests, minerals,
water, fauna, wetland). These provide the useful materials that represent the raw input or consumable
products of human production including stock of natural ecosystems that yield a flow of valuable goods or
services into the future, such as mechanisms to clean air and water. Manufactured capital refers to
infrastructure, equipment, distribution systems, roads, transport systems etc. Social capital encompasses
societal ability to address, organize, and succeed in the implementation of projects using networks and
communities of people in a coherent way. Human capital is the number and availability of skilled operators
on all levels and the capacity to hand over these skills to others by training or education. Financial capital
(shares, bonds, notes, coins) reflects the productive power of the other types of capital.
Cost Benefit Analysis When a public project has been suggested, many direct and indirect impacts can be
described from the project, either accruing on the best side or as increase in wellbeing of the consumers. An
improvement in public transportation may lead to an increase in bus usage, while simultaneously reducing car
usage. In return, less greenhouse gases are emitted, indirectly reducing downtown pollution and less traffic
makes less noise. These impacts occur in primary markets. However, such impacts as less cars being repaired
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because less is driven would occur in a secondary market. According to Boardman (2006) this last group of
impacts, referred to indirect impacts, or secondary, should not be accounted for in a CBA, but externalities,
hidden costs should otherwise the benefits or costs are not correctly evaluated.
District heating service: a system for distributing heat generated in a centralized location for residential and
commercial heating requirements such as space heating and water heating. District heating plants can provide
higher efficiencies and better pollution control than localized boilers.
Effect (n): something caused or produced, consequences, drift, an outward manifestation, something
attained or acquired by an action, operative influence. (v) to bring about (isl: verkun, eðli, áhrif). See also
Impact.
Environment: The combination of elements whose complex inter-relationships make up the settings, the
surroundings and the conditions of life of the individual and of society as they are or as they are felt
(European Commission). According to the Icelandic environmental act: Environment is a collective term for
human beings, fauna, flora and other life forms, soil, geological formations, water, atmosphere, landscape;
Society, health, culture and cultural artefacts as well as assets and valuables.
External cost = Externality: In economics an externality or spill over of an economic transaction is an
effect that has an impact on a party that is not directly involved in the transaction. In such a case, prices do
not reflect the full costs or benefits of production and consumption of the product or service. A positive
impact is called an external benefit, while a negative impact is called an external cost. Producers and
consumers in a market may either not bear all of the costs or not reap all of the benefits of the economic
activity. For example, process that causes air pollution imposes costs on the whole society in terms of public
health care, while fire-proofing a home improves the fire safety of neighbours as well as inhabitants. (Icel:
útlægur kostnaður, úthrif).
Fuel: Any material that is capable of releasing energy when its chemical or physical structure is altered.
Geothermal gradient: The rate of increase of temperature in the Earth with depth. The gradient near the
surface of the Earth varies from place to place depending upon the heat flow in the region and on the
thermal conductivity of the rocks. The approximate average geothermal gradient in the crust is about 25°C.
In geothermal areas the temperature can be much higher.
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Geothermal heat: Heat in the Earth that is above the measured heat at its surface. Sources of hot water and
hot steam are evidence of geothermal heat along with associated chemical deposits at the surface.
Geothermal power: Electricity generated from heat sources and heat reservoirs in the Earth‘s surface.
Geothermal reservoir: is formed when rising hot water/brine and steam is trapped in permeable and porous
rocks under a layer of impermeable rock. In this way an exploitable pocket of energy is formed
Geothermal system: Common term used in geothermal studies similarly as eco-system is used in biology. It
is a confined space plus all factors that influence the behaviour and functions of the geothermal reservoir or
three dimensional area in question. The dynamics of a geothermal system can be described or plotted with
tools such as resistivity, seismicity, geo-thermometers, etc.
Impact: (n): collision, hit. From verb impinge: to fasten or fix (forcibly) to something, to strike, dash, hurl a
thing, to collide with, or to come into (violent) contact to encroach or infringe upon (isl: afleiðing, áhrif,).
Life Cycle Assessment: Systematic tool that evaluates the rations of material and energy that are used
throughout a product‘s or process‘s life cycle, producing a ―holistic‖ view of the potential impacts from its
production, useful life and after it has been discarded.
Life Cycle Cost: There is a discernable difference between the way that LCC is used as a term in Europe and
North America. LCC is used either as the total of all monetary costs relating to a system, product, structure or
service during its life time excluding External costs (Europe). Researchers have been suggesting integrating
LCA and LCC and setting a price tag on each category of external effects of all categories of inputs and
outputs. This is called Full Cost Accounting in Europe but Life Cycle Cost in the US or societal costs. The
goal of looking at these systems in an overarching view is to monitor the process and lead the decision
making towards evaluating external costs in product and service design
Lindal diagram: This diagram shows the possible uses of geothermal fluids according different temperatures
(Lindal, 1973)
Mitigation: Actions designed to prevent, decrease, offset or ameliorate negative environmental effects and
impacts.
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NMVOC: Non-methane volatile organic compounds, or carbon containing airborne compounds other than
methane.
Pareto improvement: Given a set of alternative allocations of, say, goods or income for a set of individuals,
a change from one allocation to another that can make at least one individual better off without making any
other individual worse off. Pareto efficiency: An allocation is Pareto efficient or Pareto optimal when no
further Pareto improvements can be made.
Pigouvian tax: A classic incentive-based alternative to regulation of pollution is a tax, fee, or charge per unit
of pollution emitted after A.C. Pigou (1920). This price should have the effect of decreasing the rate of the
charged activity or item. An example would be specific charge for gasoline containing lead (Pb) because users
tend to avoid taxation and rather select a substitute when available. P. Improvements describe a change from
one allocation to another that can make at least one individual better off without making any other individual
worse off given a set of alternative allocations of, say, goods or income for a set of individuals.
Potentially Disappeared Fraction (PDF): unit nominator for loss of biodiversity, the proportion of species
disappearing. The PDF of vascular plants (and perhaps microbes in geothermal context) is the number of
species growing after any infringement on the flora divided by the number of species originally found in those
or ideal yet comparable conditions.
Significant effect / Significant environmental impact: As defined for students in geothermal training
((Halldórsson 2009) Not defined in the Icelandic act; in the end it becomes that collective judgement of
officers, elected persons and the public. Substantial, irrevocable environmental impact or substantial damage
to the environment which cannot be avoided or remedied through mitigation measures.
Thermal capacity: The quantity of heat needed to warm a collector up to its operating temperature.
Wilderness (as defined in the Nature Conservation Act (44/199, 140/2001, here quoted from
(Thorhallsdottir Thora E 2002)) ...at least 25km2 or such that solitude and nature may be enjoyed without
disturbance from man –made structures or motorized traffic, lies at a distance of at least 5km from manmade
structures including power lines, power stations, reservoirs and roads, and where a direct influence of man is
absent and nature may develop without stress imposed by human activity. Wilderness has no status of legal
protection.