| Literature DB >> 28304134 |
Santosh R Ghimire1, John M Johnston2.
Abstract
We propose a modified eco-efficiency (EE) framework and novel sustainability analysis methodology for green infrastructure (GI) practices used in water resource management. Green infrastructure practices such as rainwater harvesting (RWH), rain gardens, porous pavements, and green roofs are emerging as viable strategies for climate change adaptation. The modified framework includes 4 economic, 11 environmental, and 3 social indicators. Using 6 indicators from the framework, at least 1 from each dimension of sustainability, we demonstrate the methodology to analyze RWH designs. We use life cycle assessment and life cycle cost assessment to calculate the sustainability indicators of 20 design configurations as Decision Management Objectives (DMOs). Five DMOs emerged as relatively more sustainable along the EE analysis Tradeoff Line, and we used Data Envelopment Analysis (DEA), a widely applied statistical approach, to quantify the modified EE measures as DMO sustainability scores. We also addressed the subjectivity and sensitivity analysis requirements of sustainability analysis, and we evaluated the performance of 10 weighting schemes that included classical DEA, equal weights, National Institute of Standards and Technology's stakeholder panel, Eco-Indicator 99, Sustainable Society Foundation's Sustainable Society Index, and 5 derived schemes. We improved upon classical DEA by applying the weighting schemes to identify sustainability scores that ranged from 0.18 to 1.0, avoiding the nonuniqueness problem and revealing the least to most sustainable DMOs. Our methodology provides a more comprehensive view of water resource management and is generally applicable to GI and industrial, environmental, and engineered systems to explore the sustainability space of alternative design configurations. Integr Environ Assess Manag 2017;13:821-831. Published 2017. This article is a US Government work and is in the public domain in the USA. Integrated Environmental Assessment and Management published by Wiley Periodicals, Inc. on behalf of Society of Environmental Toxicology & Chemistry (SETAC). Published 2017. This article is a US Government work and is in the public domain in the USA. Integrated Environmental Assessment and Management published by Wiley Periodicals, Inc. on behalf of Society of Environmental Toxicology & Chemistry (SETAC).Entities:
Keywords: Data Envelopment Analysis; Green infrastructure; Modified eco-efficiency framework; Rainwater harvesting; Sustainability
Mesh:
Year: 2017 PMID: 28304134 PMCID: PMC6093199 DOI: 10.1002/ieam.1928
Source DB: PubMed Journal: Integr Environ Assess Manag ISSN: 1551-3777 Impact factor: 2.992
Modified EE framework for water resource management
| Indicator | Unit | Data source | Equations of EE measures |
|---|---|---|---|
| Economic indicator
( | |||
| Life cycle costs
( | US$ | Life cycle cost assessment | |
| Return period
( | Year | Life cycle cost assessment | |
| Net present value benefits
( | US$ | Life cycle cost assessment | |
| Gross domestic product
( | US$ | National databases | |
| Environmental indicator
( | |||
| Acidification
( | kg H + mole eq | Life cycle assessment | |
| Total ecotoxicity
( | CTU (F × m3 × d kg−1 emitted) | Life cycle assessment | |
| Energy demand
( | MJ | Life cycle assessment | |
| Total eutrophication
( | kg N eq | Life cycle assessment | |
| Fossil depletion
( | kg oil eq | Life cycle assessment | |
| Global warming
( | kg CO2 eq | Life cycle assessment | |
| Metal depletion
( | kg Fe eq | Life cycle assessment | |
| Ozone depletion
( | kg CFC11 eq | Life cycle assessment | |
| Smog
( | kg O3 eq | Life cycle assessment | |
| Blue water use
( | m3 | Life cycle assessment | |
| Hydrologic impact: percent water
availability ( | % | Hydrologic modeling | |
| Social indicator
( | |||
| Total human health toxicity, cancer
( | CTU (human population/kg chemical emitted) | Life cycle assessment | |
| Total human health toxicity,
noncancer ( | CTU (human population/kg chemical emitted) | Life cycle assessment | |
| Human health criteria air pollutants
( | kg PM10 eq | Life cycle assessment |
A = economic indicators; EE = eco-efficiency; E = traditional EE measure; CFC = chlorofluorocarbon; CTU = comparative toxic units; D = environmental indicators; F = potentially affected fraction of species; PM10 = particulate matter less than l0 μm in diameter; S = social indicators.
Optimized weight structure of the 10 modified eco-efficiency analysis schemes (w = weights)
| 1. Classical DEA (CDEA) | 6. Threshold 1 to SSIS
( | ||||||||||
| DMO5 | 0.79 | 0.50 | 0.56 | 0.34 | 0.46 | DMO5 | 0.59 | 0.54 | 0.75 | 0.54 | 0.59 |
| DMO11 | 0.28 | 0.65 | 0.52 | 0.43 | 0.46 | DMO11 | 0.40 | 0.37 | 0.52 | 0.37 | 0.40 |
| DMO16 | 0.63 | 1.05 | 0.00 | 0.00 | 0.00 | DMO16 | 0.37 | 0.35 | 0.48 | 0.35 | 0.37 |
| DMO19 | 0.57 | 0.00 | 0.00 | 1.53 | 0.00 | DMO19 | 0.53 | 0.49 | 0.68 | 0.49 | 0.53 |
| DMO20 | 0.88 | 1.49 | 0.00 | 0.00 | 0.00 | DMO20 | 0.53 | 0.49 | 0.68 | 0.49 | 0.53 |
| 2. Equal weights (EQWT) | 7. Threshold 2 to SSIS
(w1: | ||||||||||
| DMO5 | 0.59 | 0.59 | 0.59 | 0.59 | 0.59 | DMO5 | 0.73 | 0.68 | 0.70 | 0.33 | 0.36 |
| DMO11 | 0.41 | 0.41 | 0.41 | 0.41 | 0.41 | DMO11 | 0.51 | 0.47 | 0.48 | 0.23 | 0.25 |
| DMO16 | 0.38 | 0.38 | 0.38 | 0.38 | 0.38 | DMO16 | 0.47 | 0.43 | 0.45 | 0.21 | 0.23 |
| DMO19 | 0.54 | 0.54 | 0.54 | 0.54 | 0.54 | DMO19 | 0.67 | 0.62 | 0.64 | 0.30 | 0.33 |
| DMO20 | 0.54 | 0.54 | 0.54 | 0.54 | 0.54 | DMO20 | 0.66 | 0.61 | 0.63 | 0.30 | 0.33 |
| 3. NIST stakeholder panel (NIST) | 8. Threshold 3 to SSIS
( | ||||||||||
| DMO5 | 0.77 | 0.06 | 0.77 | 0.77 | 0.06 | DMO5 | 0.41 | 0.38 | 0.80 | 0.78 | 0.84 |
| DMO11 | 0.23 | 0.23 | 0.61 | 0.89 | 0.23 | DMO11 | 0.29 | 0.26 | 0.55 | 0.53 | 0.58 |
| DMO16 | 0.38 | 0.38 | 0.38 | 0.38 | 0.38 | DMO16 | 0.26 | 0.24 | 0.51 | 0.50 | 0.54 |
| DMO19 | 0.69 | 0.00 | 0.69 | 0.79 | 0.00 | DMO19 | 0.38 | 0.35 | 0.73 | 0.71 | 0.76 |
| DMO20 | 0.60 | 0.00 | 0.60 | 0.60 | 0.60 | DMO20 | 0.37 | 0.35 | 0.73 | 0.70 | 0.76 |
| 4. Eco-Indicator 99 (EI99) | 9. Threshold 4 to EI99
( | ||||||||||
| DMO5 | 0.78 | 0.38 | 0.51 | 0.63 | 0.24 | DMO5 | 0.75 | 0.75 | 0.56 | 0.37 | 0.37 |
| DMO11 | 0.44 | 0.11 | 0.36 | 0.62 | 0.29 | DMO11 | 0.51 | 0.51 | 0.38 | 0.25 | 0.25 |
| DMO16 | 0.60 | 0.67 | 0.33 | 0.00 | 0.07 | DMO16 | 0.48 | 0.48 | 0.36 | 0.23 | 0.23 |
| DMO19 | 0.62 | 0.00 | 0.45 | 0.91 | 0.28 | DMO19 | 0.68 | 0.68 | 0.51 | 0.33 | 0.33 |
| DMO20 | 0.84 | 0.94 | 0.47 | 0.00 | 0.10 | DMO20 | 0.67 | 0.67 | 0.50 | 0.33 | 0.33 |
| 5. Sustainable Society Index scheme (SSIS) | 10. Threshold 5 to EI99
( | ||||||||||
| DMO5 | 1.02 | 0.00 | 0.65 | 0.94 | 0.00 | DMO5 | 0.42 | 0.42 | 0.64 | 0.85 | 0.85 |
| DMO11 | 0.71 | 0.65 | 0.45 | 0.00 | 0.00 | DMO11 | 0.29 | 0.29 | 0.44 | 0.59 | 0.59 |
| DMO16 | 0.66 | 0.60 | 0.42 | 0.00 | 0.00 | DMO16 | 0.27 | 0.27 | 0.41 | 0.54 | 0.54 |
| DMO19 | 0.92 | 0.00 | 0.59 | 0.85 | 0.00 | DMO19 | 0.38 | 0.38 | 0.58 | 0.77 | 0.77 |
| DMO20 | 0.93 | 0.85 | 0.59 | 0.00 | 0.00 | DMO20 | 0.38 | 0.38 | 0.57 | 0.77 | 0.77 |
DEA = data envelopment analysis; DMO = decision management objective; = National Institute of Standards and Technology.
Figure 1Eco-efficiency plot for 20 DMOs suggesting a Tradeoff Line with a potential sustainable solution domain. DMO = decision management objective.
Mean-normalized environmental, social, and economic indicators of the 5 domestic RWH DMOs along Tradeoff Linea
| RWH system design components | DMO | Mean normalized values (dimensionless) | |||||
|---|---|---|---|---|---|---|---|
| Blue water | Ecotoxicity | Energy demand | Global warming potential | Human health, cancer | Life cycle costs | ||
| Plastic pipes 60.1 m; PE tank 6.2 m3; no pump | DMO5 | 0.10 | 0.49 | 0.52 | 0.50 | 0.27 | 0.91 |
| Reduced distribution pipes only CPVC 23.7 m; concrete tank 6.2 m3, no pump | DMO11 | 0.65 | 0.17 | 0.20 | 0.30 | 0.22 | 0.63 |
| Minimal plastic pipes-CPVC 5 m; concrete tank 6.2 m3; pump, 2.5% OM | DMO16 | 0.83 | 0.28 | 0.58 | 0.66 | 0.33 | 0.58 |
| Cast iron pipes 60.1 m; concrete tank 6.2 m3; no pump; 2.5% OM | DMO19 | 1.86 | 1.68 | 1.25 | 1.28 | 1.95 | 0.83 |
| Plastic pipes 60.1 m; PE tank 6.2 m3; pump; 2.5% OM | DMO20 | 0.28 | 0.62 | 0.91 | 0.87 | 0.38 | 0.83 |
CPVC = chlorinated polyvinyl chloride; DMO = decision management objective; OM = operation and management; PE = polyethylene; RWH = rainwater harvesting.
Tabulated 5 DMOs represent potential design configurations from 20 various designs of domestic RWH systems based on Ghimire et al. (2014).
Figure 2Sensitivity analysis of sustainability scores or modified EE measures of 5 DMOs to 10 weighting schemes depicting the most sustainable DMO11 and least sustainable DMO19 within the defined framework: CDEA, EQWT, NIST, EI99, SSIS, Threshold 1 to SSIS (T1-SSIS) (w1 = w5 and w2 = w4), Threshold 2 to SSIS (T2-SSIS) (w1:w5 = 67%:33%; w2:w4 = 67%:33%), Threshold 3 to SSIS (T3-SSIS) (w1:w5 = 33%:67%; w2:w4 = 33%:67%), Threshold 4 to EI99 (T4-EI99) (w1:w5 = 67%:33%; w2:w4 = 67%:33%), Threshold 5 to EI99 (T5-EI99) (w1: w5 = 33%:67%; w2:w4 = 33%:67%). CDEA = classical data envelopment analysis; DMO = decision management objective; EE = eco-efficiency; EI99 = Eco-Invent 99; EQWT = equal weights; = National Institute of Standards and Technology stakeholder panel; SSIS = Sustainable Society Index scheme.