Landfill Site Selection Using a Multi-Criteria Decision-Making Method: A Case Study of the Salafcheghan Special Economic Zone, Iran
Abstract
:1. Introduction
Study Area
2. Data and Methods
2.1. Data Collection, Preparation, and Weighting
- Conversion of the projection system of all maps into Universal Transverse Mercator (UTM Zone 39 N)
- Unification of identical land use in the land use map
- Separation of information considering the studied range (clip)
2.1.1. Preparation of Factor Maps
- Rasterizing the format of input maps: the vector maps of polygon, point, and line type were rasterized by the Path Distance function. However, polygon-type maps were rasterized using the direct command for polygons.
- Reclassification: At this stage, rasterized maps were classified using the Reclassify tool while considering the classes determined in Table 3.
- In order to prepare a slope factor map using contour lines, the slope command was used. Further, using Radial Basis Functions (RBF), the factor map of groundwater depth was prepared.
2.1.2. Weighting Parameters Using AHP Analysis
2.2. Data Integration and Decision-Making
3. Results
4. Validation of the Results
5. Discussion and Conclusions
Author Contributions
Conflicts of Interest
References
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Factors | Criteria | Sub-Criteria | Description | Reference |
---|---|---|---|---|
Physical | Floodway (m) | <80 | Less-suitable | [43] |
80–160 | Suitable | |||
>160 | Highly-suitable | |||
Surface waters (m) | <1000 | Less-suitable | [43] | |
1000–2000 | Suitable | |||
>2000 | Highly-suitable | |||
Fault (m) | <200 | Less-suitable | [43] | |
200–1000 | Suitable | |||
>1000 | Highly-suitable | |||
Slope (%) | <2, >20 | Less-suitable | [44] | |
2–10 | Highly-suitable | |||
10–20 | Suitable | |||
Technical-operational | Groundwater depth (m) | <10 | Less-suitable | [44] |
10–20 | Suitable | |||
>20 | Highly-suitable | |||
Groundwater (m) | <400 | Less-suitable | [45] | |
400–800 | Suitable | |||
>800 | Highly-suitable | |||
Access roads (m) | <300 | Less-suitable | [45] | |
>300 | Highly-suitable | |||
Social-economical | Residential areas (m) | <1000 | Less-suitable | [43] |
1000–3000 | Suitable | |||
>3000 | Highly-suitable | |||
Industries (m) | <1000 | Less-suitable | [43] | |
1000–1500 | Suitable | |||
>1500 | Highly-suitable | |||
Power lines (m) | <200 | Less-suitable | [46] | |
>200 | Highly-suitable | |||
Orchards and agricultural lands (m) | <300 | Less-suitable | [43] | |
>300 | Highly-suitable |
Explanation | Definition | Intensity of Importance |
---|---|---|
Two factors contribute equally to the objective | Equal importance | 1 |
Experience and judgment slightly favor one over the other | Somewhat more important | 3 |
Experience and judgment strongly favor one over the other | Much more important | 5 |
Experience and judgment very strongly favor one over the other. Its importance is demonstrated in practice. | Very much more important | 7 |
The evidence favoring one over the other is of the highest possible validity. | Absolutely more important | 9 |
When compromise is needed | Intermediate values | 2,4,6,8 |
Criteria | Weights | Sub-Criteria | Sub-Weights |
---|---|---|---|
Floodway (m) | 0.03 | <80 | 0.109 |
80–160 | 0.309 | ||
>160 | 0.582 | ||
Surface waters (m) | 0.091 | <1000 | 0.109 |
1000–2000 | 0.309 | ||
>2000 | 0.582 | ||
Fault (m) | 0.051 | <200 | 0.109 |
200–1000 | 0.309 | ||
>1000 | 0.582 | ||
Slope (%) | 0.184 | <2, >20 | 0.109 |
2–10 | 0.582 | ||
10–20 | 0.309 | ||
Groundwater depth (m) | 0.227 | <10 | 0.109 |
10–20 | 0.309 | ||
>20 | 0.582 | ||
Groundwater (m) | 0.053 | <400 | 0.109 |
400–800 | 0.309 | ||
>800 | 0.582 | ||
Access roads (m) | 0.072 | <300 | 0.1 |
>300 | 0.9 | ||
Residential areas (m) | 0.103 | <1000 | 0.109 |
1000–3000 | 0.309 | ||
>3000 | 0.582 | ||
Industries (m) | 0.024 | <1000 | 0.109 |
1000–1500 | 0.309 | ||
>1500 | 0.582 | ||
Power lines (m) | 0.015 | <200 | 0.1 |
>200 | 0.9 | ||
Orchards and agricultural lands (m) | 0.15 | <300 | 0.1 |
>300 | 0.9 |
Highly Suitable | Moderately Suitable | Less Suitable | Much Less Suitable | Selected Priorities |
4.77085 | 237.1891 | 92.54218 | 1571.45 | Area (km2) |
Selected Areas | Area (ha) | Groundwater Depth (m) | Distance of Residential Areas (km) | Distance of Salafchegan Special Economic Zone | The Prevailing Wind Direction | Land Use |
---|---|---|---|---|---|---|
A1 | 35.2 | >20 | >3 | 26.7 | East–West | moderate rangeland–barren land |
A2 | 7.9 | >20 | >3 | 24.9 | East–West | moderate rangeland |
A3 | 3.5 | >20 | >3 | 31.4 | East–West | moderate rangeland |
A4 | 6.8 | >20 | >3 | 31.1 | East–West | barren land |
B1 | 26.2 | 10–20 | >3 | inside | East–West | moderate rangeland |
B2 | 1849.3 | 10–20 | >3 | 22.6 | East–West | moderate rangeland–barren land |
B3 | 632.7 | 10–20 | >3 | 12.7 | East–West | moderate rangeland |
B4 | 428.6 | 10–20 | 1–3 | 14.1 | East–West | Poor rangeland |
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Yousefi, H.; Javadzadeh, Z.; Noorollahi, Y.; Yousefi-Sahzabi, A. Landfill Site Selection Using a Multi-Criteria Decision-Making Method: A Case Study of the Salafcheghan Special Economic Zone, Iran. Sustainability 2018, 10, 1107. https://doi.org/10.3390/su10041107
Yousefi H, Javadzadeh Z, Noorollahi Y, Yousefi-Sahzabi A. Landfill Site Selection Using a Multi-Criteria Decision-Making Method: A Case Study of the Salafcheghan Special Economic Zone, Iran. Sustainability. 2018; 10(4):1107. https://doi.org/10.3390/su10041107
Chicago/Turabian StyleYousefi, Hossein, Zahra Javadzadeh, Younes Noorollahi, and Amin Yousefi-Sahzabi. 2018. "Landfill Site Selection Using a Multi-Criteria Decision-Making Method: A Case Study of the Salafcheghan Special Economic Zone, Iran" Sustainability 10, no. 4: 1107. https://doi.org/10.3390/su10041107
APA StyleYousefi, H., Javadzadeh, Z., Noorollahi, Y., & Yousefi-Sahzabi, A. (2018). Landfill Site Selection Using a Multi-Criteria Decision-Making Method: A Case Study of the Salafcheghan Special Economic Zone, Iran. Sustainability, 10(4), 1107. https://doi.org/10.3390/su10041107