Life Cycle Assessment of Small and Decentralized ...
Transcript of Life Cycle Assessment of Small and Decentralized ...
Life Cycle Assessment of Small and Decentralized Wastewater
Treatment PlantsMaria P. Papadopoulou
Assοciate Professor, School of Rural and Surveying Engineering, National Technical University of Athens
C.S.LaspidouAssοciate Professor, Department of Civil Engineer, University of Thessaly
A.LekaPh.D Survey Engineer, Teaching Staff, National Technical University of Athens
13th IWA Specialized Conference on Small Water and Wastewater Systems
Athens, 14th-17th September 2016
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Motivation
• The absence in the current Greek legislation of an
appropriate method for the estimation, assessment and
evaluation of environmental impacts of
an infrastructure plan and/or an activity
Aim
• The use of LCA is a reliable approach to evaluate and assess the environmental impacts assessment of WWTPs.
• The incorporation of LCA in the environmental permitting process.
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WWTP PopulationFlow Rate
(m3/day)Treatment Technology
Koilada 800 160System of sub-surface, vertical and
horizontal flow constructed wetlands Rachoula 600 132 Biological Textile Filters
Mandra 1070 214 Rotating Biological Contactor (RBC)
Table1: Basic Characteristics of the WWTPs
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• System of sub-surface, vertical and horizontal flow constructed wetlands (simple
and effective solution for the secondary treatment of waste, low maintenance systems,
little operation power)
• Biological Textile Filters (use synthetic textile filters with higher surface area than
conventional sand, naturally aerated, little power for aeration when compared to other
processes, production of little to no sludge)
• Rotating Biological Contactor (RBC) (combines advantages of traditional systems of
activated sludge -small area requirement- and biofilters -operational simplicity, low
operating costs)
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Population Equivalent = 600
Flowrate (m3/d) = 132
BOD5 (mg/lt) = 300
SS (mg/lt) = 350
TN (mg/lt) = 45.5
TP (mg/lt) = 13.6
WWTP in Rachoula WWTP in Mandras
Population Equivalent = 1070
Flowrate (m3/d) = 214
BOD5 (mg/lt) = 330
SS (mg/lt) = 385
TN (mg/lt) = 50
TP (mg/lt) = 15
WWTP in Koilada
Population Equivalent = 800
Flowrate (m3/d) = 160
BOD5 (mg/lt) = 330
SS (mg/lt) = 385
TN (mg/lt) = 50
TP (mg/lt) = 15
WWTP’s Technical Characteristics
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Application of LCA methodology
Software SIMA PRO
Impact Assessment
Methodology
IMPACT 2002+
ReCiPe
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International Organization for Standardization : ISO 14040:2006 & ISO 14044:2006.
LCA Stages
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Sima Pro Software
Goal and Scope DefinitionInventory Analysis
(Processes)
Impact Assessment
(Characterization, Weighting, Normalization, Single Score)
Interpretation
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Fig1: IMPACT 2002+ General Concept: Overall scheme of the IMPACT 2002+ vQ2.2 framework, linking LCI results via the midpoint categories to damage categories, based on Jolliet et al. (2003a).
IMPACT 2002+ Assessment Method
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Figure 2: Representation of the relations between the inventory and the midpoint categories (environmental mechanisms) and the endpoint categories, including the single score (damage model).
ReCiPe Assessment Method
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LCA Stage I: Goal and scope definition
Figure 3: System Boundaries,source: M.Papadopoulou et al, Thessaloniki 2015
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Assumptions
• The life cycle of the plants was presumed to be equal to 40 years.
• LCA considers environmental impacts only during the operation phase for each WWTP under study.
• Qualitative features of influent and effluent flows in WWTPs have been obtained from the National Database of the Special Secretariat for Water and Wastewater Treatment normalized for our cases
• The LCA did not include the stages of grouping and weighting
• The quantities of brown coal and natural gas consumed for the production of the necessary energy were estimated based on their Energy mix 2016 Net Calorific Value (NCV).
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LCA Stage II: Life cycle inventory analysisFlow diagram of the system
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Figure 4: Flow Diagram of the systemsource: M.Papadopoulou et al, Thessaloniki 2015
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Methodological approach
Calculation of annual electrical power
consumption in the WWTPs Based on equipment designer specifications
Calculation of the quantities of the pollutants
emitted by the combustion of brown coal and
natural gas (CO2, NOx, SO2, PM)
Mixture of country’s fuel for the year 2016
Calculation of the CH4 emissions caused by
wastewater treatment
Calculation of the N2O emissions in the air
that originate from the discharge of processed
waste water in the aquatic recipient
Calculation of the N2O emissions in the air
that are caused by wastewater treatment
Qualitative features of influent and effluent
flows in WWTPs
National Database of the Special Secretariat for
Water and Wastewater Treatment Plants
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LCA Stage III: Life cycle impact assessment: Characterization: Percentage contribution of characterized results of WWTPs system processes per category of environmental impact for 1m3 of incoming wastewater (ReCiPe)
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WWTP Koilada-Artificial Wetland WWTP Rachoula-Biological Textile Filters
WWTP Mandra-RBC
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Percentage contribution of characterized results of WWTP Rachoula per category of environmental impact for 1m3 of incoming wastewater
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IMPACT
2002+
Re
Ci
Pe
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Comparison among the normalized results of the three WWTPs per category of environmental impact for 1m3 of incoming wastewater (ReCiPe)
WWTP Coal Energy Gas Energy Waste Water Treatment Total (mPt)
Koilada - - 36.5 36.5
Rachoula 0.894 0.424 10.3 11.6
Mandra 24.1 0.827 2.27 27.2
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WWTP Treatment Technology
KoiladaSystem of sub-surface, vertical and horizontal flow
constructed wetlands
Rachoula Biological Textile Filters
Mandra Rotating Biological Contactor (RBC)
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All modern techniques used at the WWTPs reduce the environmental impacts
caused by greenhouse gases (CH4, Ν2Ο, CO2) in wastewater treatment plants.
Land occupation should not be ignored or underestimated during the design of
a WWTP especially in the case of artificial wetlands
The main factors that causes great environmental impacts are the use of fossil
fuels for the energy consumptions of the systems
The energy mix should contain more percentage of renewable sources. There is
a significant change concerning the coal brown energy (2013-48%, 2016-28%)
that reduced the environmental impacts from all the WWTPs function
LCA Stage IV: Interpretation
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The basic prerequisite for the incorporation of LCA in the environmental permitting process are the following: The creation of an assessment method relevant to quality, validity and completeness of the
inventory data. The formation of a group of experts. The National database to be completed with all the data needed for the LCA procedure The development of an open-source LCA software. The normalization stage should be included as obligatory stage Organization of educational seminars in all levels (inhabitants, scientific community, authorities) Energy resources as clean as possible
For future research it would be interesting to apply the LCA method to different scale WWTPs (e.g.centralized) in order to provide a complete picture of its use.
ConclusionsThe application of LCA highlights the actions that should be implemented toimprove WWTP design focusing on the minimization of pollutant emission and theoptimization resources management . Technology improvements have significantlyoptimized WWTP operations.
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