| Literature DB >> 28542549 |
Deyun Zhou1, Qian Pan1, Gyan Chhipi-Shrestha2, Xiaoyang Li1, Kun Zhang1, Kasun Hewage2, Rehan Sadiq2.
Abstract
Dempster-Shafer evidence theory has been widely used in various applications. However, to solve the problem of counter-intuitive outcomes by using classical Dempster-Shafer combination rule is still an open issue while fusing the conflicting evidences. Many approaches based on discounted evidence and weighted average evidence have been investigated and have made significant improvements. Nevertheless, all of these approaches have inherent flaws. In this paper, a new weighting factor is proposed to address this problem. First, a modified dissimilarity measurement is proposed which is characterized by both distance and conflict between evidences. Second, a measurement of information volume of each evidence based on Deng entropy is introduced. Then two kinds of weight derived from aforementioned measurement are combined to obtain a new weighting factor and a weighted average method based on the new weighting factor is proposed. Numerical examples are used to illustrate the validity and effectiveness of the proposed method. In the end, the new method is applied to a real-life application of river water quality monitoring, which effectively identify the major land use activities contributing to river pollution.Entities:
Mesh:
Year: 2017 PMID: 28542549 PMCID: PMC5444678 DOI: 10.1371/journal.pone.0177695
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Different dissimilarity measurements.
Fig 2Comparison of dissimilarity measures of the 1st pair evidence.
Fig 3Comparison of dissimilarity measures of the 2nd pair evidence.
Fig 4Comparison of dissimilarity of the 1st pair evidence.
Fig 5Comparison of dissimilarity of the 2nd pair evidence.
BBAs of five evidences.
| 0.8 | 0.4 | 0 | 0.3 | 0.45 | |
| 0.1 | 0.2 | 0.95 | 0.2 | 0.1 | |
| 0 | 0.1 | 0.05 | 0.25 | 0 | |
| { | 0 | 0.3 | 0 | 0.2 | 0 |
| { | 0 | 0 | 0 | 0 | 0.15 |
| 0.1 | 0 | 0 | 0.05 | 0.3 |
Comparison results of different methods.
The convergence of the proposed method.
Land use and river activities in site transition.
| Site | Land use and river activities |
|---|---|
aNote: A1: Forest, A2: Agriculture, A3: Bathing, washing & cleansing, A4: Rural settlement (sparse), A5: Industries, A6: Urban settlement (dense).
Water quality of Manahara river in different sites.
| Month | Site | DO | BOD | Free | TA | Cl, mg/L | NO3-N, mg/L | PO4 | NH3 | EC, uS/cm | TDS, mg/L |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 9.2 | 1.2 | 7.1 | 26 | 6.3 | 0.18 | 0.1 | 0.07 | 60.33 | 39.9 | |
| 2 | 9.2 | 1.3 | 9.2 | 39 | 6.7 | 0.32 | 0.2 | 0.2 | 71 | 47.1 | |
| 3 | 9.1 | 6.8 | 12.5 | 39 | 7.2 | 0.64 | 0.3 | 0.26 | 82 | 54.4 | |
| 4 | 8.5 | 14.9 | 17.8 | 67 | 9.0 | 0.72 | 0.4 | 0.61 | 94 | 62.4 | |
| 5 | 6.2 | 27.5 | 48.3 | 103 | 22.2 | 0.83 | 0.9 | 1.16 | 281.33 | 186.4 | |
| 6 | 2.2 | 154.9 | 106.8 | 352 | 57.6 | 2 | 4.2 | 4.42 | 925 | 613.0 | |
| 7 | 0 | 155.0 | 107.5 | 379 | 71.6 | 3.37 | 5.3 | 4.62 | 957.73 | 667.0 | |
| 1 | 9.6 | 1.2 | 6.2 | 25 | 7.5 | 0.19 | 0.1 | 0.08 | 58.33 | 38.6 | |
| 2 | 8.9 | 1.8 | 6.9 | 31 | 8.4 | 0.35 | 0.2 | 0.22 | 70 | 46.4 | |
| 3 | 7.9 | 8.7 | 13.4 | 40 | 9.0 | 0.7 | 0.3 | 0.28 | 81.67 | 54.1 | |
| 4 | 7.3 | 16.7 | 14.1 | 73 | 13.2 | 0.75 | 0.4 | 0.66 | 116.33 | 76.7 | |
| 5 | 5.8 | 36.9 | 32.6 | 151 | 38.7 | 0.88 | 1.1 | 1.21 | 405.33 | 267.5 | |
| 6 | 5.7 | 83.8 | 55.9 | 276 | 68.7 | 1.82 | 3.3 | 3.25 | 719.33 | 474.7 | |
| 7 | 2.5 | 85.3 | 59.5 | 277 | 78.5 | 3.26 | 3.4 | 8.84 | 796 | 474.7 | |
| 1 | 8.6 | 1.8 | 8.5 | 32 | 6.2 | 0.18 | 0.1 | 0.07 | 49.67 | 32.8 | |
| 2 | 7.2 | 2.8 | 8.7 | 33 | 7.4 | 0.25 | 0.2 | 0.22 | 75.33 | 49.9 | |
| 3 | 6.8 | 9.8 | 9.2 | 37 | 8.6 | 0.6 | 0.2 | 0.24 | 78 | 51.8 | |
| 4 | 6.5 | 17.8 | 9.3 | 41 | 11.8 | 0.63 | 0.4 | 0.39 | 91 | 60.3 | |
| 5 | 4.3 | 39.3 | 17.3 | 63 | 26.5 | 0.79 | 1.3 | 1.32 | 192.67 | 127.3 | |
| 6 | 3.3 | 113.6 | 37.1 | 167 | 43.2 | 1.79 | 2.9 | 2.86 | 473 | 278.3 | |
| 7 | 2.0 | 149.2 | 77.0 | 279 | 48.4 | 3.09 | 3.2 | 3.22 | 544.67 | 359.0 | |
| 1 | 7.2 | 2.16 | 8.6 | 32 | 9.3 | 0.2 | 0.1 | 0.07 | 58.33 | 38.4 | |
| 2 | 6.7 | 3.8 | 13.4 | 33 | 9.7 | 0.26 | 0.1 | 0.22 | 97.33 | 64.1 | |
| 3 | 6.2 | 10.5 | 13.9 | 41 | 10.9 | 0.62 | 0.3 | 0.25 | 114.33 | 75.3 | |
| 4 | 6.0 | 18.4 | 13.9 | 41 | 13.3 | 0.67 | 0.4 | 0.55 | 122.33 | 80.6 | |
| 5 | 2.8 | 56.2 | 13.9 | 62 | 17.4 | 0.75 | 1.2 | 1.15 | 181.33 | 119.5 | |
| 6 | 2.3 | 119.0 | 24.9 | 130 | 25.0 | 2.24 | 1.8 | 3.04 | 296 | 195.0 | |
| 7 | 1.8 | 167.3 | 25.2 | 139 | 29.3 | 3.83 | 1.8 | 3.1 | 389.33 | 256.6 |
aNote: DO: Dissolved oxygen, BOD: Biochemical Oxygen Demand, TA: Total Alkalinity, Cl: Chloride, EC: Electrical conductivity, TDS: Total Dissolved Solids.
Normalized chemical criteria in different sites of February.
| Month | Site | DO, | BOD | Free | TA | Cl, mg/L | NO3-N, mg/L | PO4 | NH3 | EC, uS/cm | TDS, mg/L |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1–2 | 0.002 | 0.000 | 0.021 | 0.037 | 0.006 | 0.044 | 0.019 | 0.029 | 0.012 | 0.011 | |
| 2–3 | 0.009 | 0.036 | 0.033 | 0.000 | 0.008 | 0.100 | 0.019 | 0.013 | 0.012 | 0.012 | |
| 3–4 | 0.066 | 0.053 | 0.053 | 0.079 | 0.027 | 0.025 | 0.019 | 0.077 | 0.013 | 0.013 | |
| 4–5 | 0.248 | 0.082 | 0.303 | 0.102 | 0.201 | 0.034 | 0.096 | 0.121 | 0.209 | 0.198 | |
| 5–6 | 0.436 | 0.828 | 0.583 | 0.705 | 0.543 | 0.367 | 0.635 | 0.716 | 0.717 | 0.680 | |
| 6–7 | 0.239 | 0.000 | 0.007 | 0.076 | 0.215 | 0.429 | 0.212 | 0.044 | 0.036 | 0.086 |
Fusion results of February by using the proposed method.
| Land use and | |||||||
|---|---|---|---|---|---|---|---|
| 0.057 | 0.000 | 0.151 | 0.000 | 0.134 | 0.041 |
Results of the application of the proposed method.
| Land use and river activities | Fusion Result | |||
|---|---|---|---|---|
| Feb | Mar | Apr | May | |
| 0.057 | 0.074 | 0.171 | 0.179 | |
| 0.000 | 0.000 | 0.000 | 0.000 | |
| 0.151 | 0.114 | 0.112 | 0.142 | |
| 0.000 | 0.000 | 0.000 | 0.000 | |
| 0.134 | 0.038 | 0.087 | 0.069 | |
| 0.041 | 0.001 | 0.005 | 0.002 | |