| Literature DB >> 25136677 |
Lucas Marin1, Aida Valls1, David Isern1, Antonio Moreno1, José M Merigó2.
Abstract
Linguistic variables are very useful to evaluate alternatives in decision making problems because they provide a vocabulary in natural language rather than numbers. Some aggregation operators for linguistic variables force the use of a symmetric and uniformly distributed set of terms. The need to relax these conditions has recently been posited. This paper presents the induced unbalanced linguistic ordered weighted average (IULOWA) operator. This operator can deal with a set of unbalanced linguistic terms that are represented using fuzzy sets. We propose a new order-inducing criterion based on the specificity and fuzziness of the linguistic terms. Different relevancies are given to the fuzzy values according to their uncertainty degree. To illustrate the behaviour of the precision-based IULOWA operator, we present an environmental assessment case study in which a multiperson multicriteria decision making model is applied.Entities:
Mesh:
Year: 2014 PMID: 25136677 PMCID: PMC4127207 DOI: 10.1155/2014/642165
Source DB: PubMed Journal: ScientificWorldJournal ISSN: 1537-744X
Figure 1Examples of balanced (a) and unbalanced (b) linguistic term sets with five labels.
Figure 2Unbalanced term set with 5 linguistic labels (b) obtained from a linguistic hierarchy of 3 levels (a).
Figure 3A set of nine linguistic labels (from [16]).
Figure 4Examples of ULOWA aggregation of two labels (VL and P).
Figure 5Two fuzzy sets with the same specificity and different fuzziness.
Figure 6Linguistic variable with 7 terms (test 1).
Uncertainty measures for the terms in Figure 6.
| Term | Definition | Specificity | Fuzziness | Index |
|---|---|---|---|---|
| A | (0.0, 0.0, 0.0, 0.1) | 0.95 | 0.05 | 0 |
| B | (0.0, 0.1, 0.2, 0.3) | 0.80 | 0.10 | 1 |
| C | (0.2, 0.3, 0.3, 0.4) | 0.90 | 0.10 | 2 |
| D | (0.3, 0.4, 0.4, 0.6) | 0.85 | 0.15 | 3 |
| E | (0.4, 0.6, 0.6, 0.8) | 0.80 | 0.20 | 4 |
| F | (0.6, 0.8, 0.8, 0.9) | 0.85 | 0.15 | 5 |
| G | (0.8, 0.9, 1.0, 1.0) | 0.85 | 0.05 | 6 |
Weights obtained without specificity.
|
| Weights |
|---|---|
| 0.1 | (0.851, 0.061, 0.038, 0.028, 0.022) |
| 0.25 | (0.668, 0.127, 0.085, 0.066, 0.054) |
| 0.5 | (0.447, 0.185, 0.142, 0.120, 0.106) |
| 0.75 | (0.299, 0.204, 0.179, 0.164, 0.154) |
| 1 | (0.200, 0.200, 0.200, 0.200, 0.200) |
Weights obtained in test 1.
|
| Weights |
|---|---|
| 0.1 | (0.860, 0.059, 0.036, 0.025, 0.020) |
| 0.25 | (0.686, 0.124, 0.080, 0.060, 0.050) |
| 0.5 | (0.470, 0.186, 0.136, 0.110, 0.098) |
| 0.75 | (0.322, 0.209, 0.174, 0.152, 0.143) |
| 1 | (0.221, 0.209, 0.198, 0.186, 0.186) |
Figure 7Linguistic variable with 5 terms (Test 2).
Weights obtained in test 2.
|
| Weights |
|---|---|
| 0.1 | (0.876, 0.056, 0.036, 0.017, 0.015) |
| 0.25 | (0.719, 0.119, 0.083, 0.042, 0.037) |
| 0.5 | (0.517, 0.187, 0.145, 0.079, 0.072) |
| 0.75 | (0.372, 0.216, 0.192, 0.112, 0.108) |
| 1 | (0.268, 0.225, 0.225, 0.141, 0.141) |
Environmental criteria.
| Criterion name | Description | Information used |
|---|---|---|
| Biodiversity suitability | Biodiversity is an indicator of the health of ecosystems. Biodiversity can be adversely affected by metal and organic compound contamination depending on the characteristics of the soil. | Metal concentration in the sludge |
|
| ||
| Nitrates suitability | Contamination of the soil by nutrients should be minimized. Applying sludge containing nitrates to a soil may affect its recommended level of nitrates. | Organic matter in the sludge |
|
| ||
| Organic matter suitability | Soil organic matter regulates several processes (e.g., as OM mineralizes slowly, nutrients are released at a slower pace, reducing the potential risk of nitrogen leaching to groundwater). | Organic matter in the sludge |
|
| ||
| pH suitability | Metal contamination in soils is related to its pH. For this reason, basic soils are preferred for sewage sludge treatment. Acid soils should receive sludge with a high pH. | Sludge pH |
|
| ||
| Soil contamination suitability | Soil contamination refers to the presence of heavy metals and organic compounds in a soil. The presence of contaminants in sewage sludge may result in risks to humans and ecosystems. The contaminant's movement between environmental compartments may lead to soil contamination. | Metal concentration in the sludge |
Figure 8Diagram of the multiperson multicriteria aggregation process.
Figure 9Evaluation scale for the criteria (D: “dangerous,” R: “risky,” PO: “poor,” A: “acceptable,” G: “good,” E: “excellent,” and PF: “perfect”).
Definition and values of specificity and fuzziness of the linguistic terms.
| Linguistic value | Definition | Specificity | Fuzziness | |
|---|---|---|---|---|
| Dangerous | (D) | (0.0, 0.0, 0.0, 0.1) | 0.950 | 0.050 |
| Risky | (R) | (0.0, 0.1, 0.1, 0.2) | 0.900 | 0.099 |
| Poor | (PO) | (0.1, 0.2, 0.35, 0.5) | 0.725 | 0.125 |
| Acceptable | (A) | (0.35, 0.5, 0.5, 0.65) | 0.850 | 0.150 |
| Good | (G) | (0.5, 0.65, 0.65, 0.875) | 0.812 | 0.187 |
| Excellent | (E) | (0.65, 0.875, 0.9, 1.0) | 0.812 | 0.162 |
| Perfect | (PF) | (0.9, 1.0, 1.0, 1.0) | 0.950 | 0.050 |
Evaluations of experts E1, E2, and E3.
| Case | Biodiversity | Nutrients suitability | Organic matter suitability | PH suitability | Absence of soil contamination | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| |
| 1 | A | R | E | D | PO | PO | R | R | R | A | E | G | R | R | D |
| 2 | G | G | G | A | G | A | PF | G | PF | PF | PF | PF | PO | PO | D |
| 3 | PO | G | A | D | D | D | A | PO | PO | R | R | A | R | R | R |
| 4 | A | R | PO | A | PO | A | G | E | G | PF | G | PF | PO | G | PO |
| 5 | R | A | D | A | E | A | A | R | A | E | G | PF | G | A | PF |
| 6 | PO | G | PO | E | G | G | G | G | E | G | G | A | PO | D | PO |
| 7 | G | PO | A | G | G | A | G | PO | G | PF | PF | PF | A | G | E |
| 8 | E | E | E | G | A | G | E | E | E | E | E | PF | G | G | G |
| 9 | R | D | R | PO | G | PO | A | A | PO | D | D | D | A | A | A |
| 10 | A | A | R | G | G | PF | G | G | G | R | D | R | PO | PO | PO |
| 11 | G | E | A | G | G | G | E | E | G | G | G | G | G | G | A |
| 12 | PO | PO | PO | A | A | PO | A | A | A | PF | PF | PF | PO | PO | PO |
Collective data matrix, including the overall suitability value.
| Case | Biodiversity | Nutrients suitability | Organic matter suitability | PH suitability | Absence of soil contamination | Overall suitability |
|---|---|---|---|---|---|---|
| 1 | Poor | Risky | Risky | Acceptable | Risky | Risky |
| 2 | Good | Acceptable | Excellent | Perfect | Risky | Good |
| 3 | Acceptable | Dangerous | Acceptable | Risky | Risky | Risky |
| 4 | Poor | Acceptable | Excellent | Excellent | Acceptable | Good |
| 5 | Risky | Acceptable | Poor | Excellent | Excellent | Acceptable |
| 6 | Acceptable | Excellent | Excellent | Acceptable | Risky | Acceptable |
| 7 | Acceptable | Acceptable | Acceptable | Perfect | Acceptable | Good |
| 8 | Excellent | Acceptable | Excellent | Excellent | Good | Good |
| 9 | Risky | Acceptable | Acceptable | Dangerous | Acceptable | Poor |
| 10 | Poor | Excellent | Good | Risky | Poor | Acceptable |
| 11 | Acceptable | Good | Excellent | Good | Acceptable | Good |
| 12 | Poor | Acceptable | Acceptable | Perfect | Poor | Good |
Figure 10Linguistic terms used in the comparison. (a) Basic set of 9 labels equally distributed; (b) terms aggregated in case 1; (c) terms aggregated in case 2; (d) terms aggregated in case 3.
Fuzzy terms and features used during the comparison.
| Case | ULOWA pair | Membership function ( | Specificity | Fuzziness | Index | Induced order |
|---|---|---|---|---|---|---|
| 1 | [ | (0, 0.125, 0.375, 0.5) | 0.625 | 0.125 | 0 |
|
| [ | (0.375, 0.5, 0.625, 0.75) | 0.75 | 0.125 | 2 |
| |
| [ | (0.25, 0.375, 0.5, 0.625) | 0.75 | 0.125 | 1 |
| |
| [ | (0.5, 0.625, 0.875, 1) | 0.625 | 0.125 | 3 |
| |
|
| ||||||
| 2 | [ | (0.5, 0.625, 0.875, 1) | 0.625 | 0.125 | 3 |
|
| [ | (0.25, 0.375, 1, 1) | 0.3125 | 0.062 | 1 |
| |
| [ | (0, 0.125, 0.5, 0.625) | 0.5 | 0.125 | 0 |
| |
| [ | (0.5, 0.625, 0.75, 0.875) | 0.75 | 0.125 | 2 |
| |
|
| ||||||
| 3 | [ | (0, 0.125, 0.75, 0.875) | 0.25 | 0.125 | 1 |
|
| [ | (0, 0, 0.625, 0.75) | 0.3125 | 0.062 | 0 |
| |
| [ | (0.625, 0.75, 1, 1) | 0.6875 | 0.062 | 2 |
| |
| [ | (0.75, 0.875, 1, 1) | 0.8125 | 0.062 | 3 |
| |
Aggregation of terms.
| Case | Terms to aggregate | Policy | Weights | Xu-IULOWA | Our proposal |
|---|---|---|---|---|---|
| 1 | 〈(1, [ |
| (0.273,0.273,0.227,0.227) | [ |
|
|
| (0.523,0.216,0.140,0.121) | [ |
| ||
|
| (0.878,0.063,0.033,0.026) | [ |
| ||
|
| |||||
| 2 | 〈(1, [ |
| (0.343,0.285,0.228,0.144) | [ |
|
|
| (0.585,0.207,0.133,0.075) | [ |
| ||
|
| (0.898,0.056,0.030,0.016) | [ |
| ||
|
| |||||
| 3 | 〈(1, [ |
| (0.394,0.333,0.151,0.122) | [ |
|
|
| (0.627,0.225,0.084,0.064) | [ |
| ||
|
| (0.911,0.057,0.018,0.014) | [ |
| ||