The relative weights of the selected elements
| Criteria | Weight | Sub-criteria | Weight | Indicators | Weight |
|---|---|---|---|---|---|
| Physical | 0.354 | Diameters (mm) | 0.182 | Ф < 100 | 0.061 |
| 100 ≤ Ф ≤ 200 | 0.134 | ||||
| 201 ≤ Ф ≤ 300 | 0.259 | ||||
| Φ > 300 | 0.545 | ||||
| Types of Materials | 0.265 | CA | 0.353 | ||
| PVC | 0.328 | ||||
| HDPE | 0.155 | ||||
| Steel | 0.111 | ||||
| Melting | 0.053 | ||||
| Length (m) | 0.089 | Lg < 100 m | 0.092 | ||
| 100 ≤ Lg ≤ 300 | 0.104 | ||||
| 301 ≤ Lg ≤ 600 | 0.276 | ||||
| Lg > 600 | 0.529 | ||||
| Age of the pipe (years) | 0.367 | Age < 10 | 0.098 | ||
| 10 ≤ Age ≤ 30 | 0.186 | ||||
| 30 < Age ≤ 50 | 0.277 | ||||
| Age > 50 | 0.439 | ||||
| Corrosion protection | 0.062 | Internal | 0.087 | ||
| External | 0.274 | ||||
| No | 0.639 | ||||
| Seals | 0.035 | Glued | 0.369 | ||
| Bonded with cement | 0.354 | ||||
| Mechanical | 0.135 | ||||
| Thermo fusions | 0.096 | ||||
| Welded | 0.047 | ||||
| Operational | 0.556 | Pressure (bars) | 0.348 | Pr < 2 | 0.098 |
| 2 ≤ Pr ≤ 6 | 0.334 | ||||
| Pr > 6 | 0.568 | ||||
| Velocity (l/s) | 0.120 | V < 0.5 | 0.060 | ||
| 0,5 ≤ V ≤ 1.5 | 0.282 | ||||
| V > 1.5 | 0.658 | ||||
| Failures | 0.325 | 0 | 0.093 | ||
| 1 ≤ F ≤ 3 | 0.221 | ||||
| F > 3 | 0.685 | ||||
| Drinking water quality | 0.041 | Aggressive | 0.260 | ||
| Not Aggressive | 0.106 | ||||
| too aggressive | 0.633 | ||||
| Network maintenance | 0.166 | Good | 0.106 | ||
| Medium | 0.260 | ||||
| Bad | 0.633 | ||||
| Pipe environment | 0.090 | Soil Types | 0.185 | NonCorrosive Soil | 0.333 |
| Corrosive Soil | 0.667 | ||||
| Laying bed (cm) | 0.265 | Absent | 0.589 | ||
| Lit ≤ 10 | 0.252 | ||||
| Lit > 10 | 0.159 | ||||
| Groundwater | 0.074 | Present | 0.750 | ||
| Absent | 0.250 | ||||
| Pipe depth | 0.099 | Pro < 1 | 0.633 | ||
| 1 ≤ Pro ≤ 2 | 0.260 | ||||
| Pro > 2 | 0.106 | ||||
| Traffic | 0.319 | Main road | 0.656 | ||
| Secondary route | 0.265 | ||||
| pedestrian crossing | 0.080 | ||||
| Genoa because of other networks | 0.058 | Installation of another network | 0.343 | ||
| Road works | 0.575 | ||||
| Repair | 0.082 |
| Criteria | Weight | Sub-criteria | Weight | Indicators | Weight |
|---|---|---|---|---|---|
| Physical | Ф < 100 | 0.061 | |||
| 100 ≤ Ф ≤ 200 | 0.134 | ||||
| 201 ≤ Ф ≤ 300 | 0.259 | ||||
| Φ > 300 | 0.545 | ||||
| CA | 0.353 | ||||
| PVC | 0.328 | ||||
| HDPE | 0.155 | ||||
| Steel | 0.111 | ||||
| Melting | 0.053 | ||||
| Lg < 100 m | 0.092 | ||||
| 100 ≤ Lg ≤ 300 | 0.104 | ||||
| 301 ≤ Lg ≤ 600 | 0.276 | ||||
| Lg > 600 | 0.529 | ||||
| Age < 10 | 0.098 | ||||
| 10 ≤ Age ≤ 30 | 0.186 | ||||
| 30 < Age ≤ 50 | 0.277 | ||||
| Age > 50 | 0.439 | ||||
| Internal | 0.087 | ||||
| External | 0.274 | ||||
| No | 0.639 | ||||
| Glued | 0.369 | ||||
| Bonded with cement | 0.354 | ||||
| Mechanical | 0.135 | ||||
| Thermo fusions | 0.096 | ||||
| Welded | 0.047 | ||||
| Operational | Pr < 2 | 0.098 | |||
| 2 ≤ Pr ≤ 6 | 0.334 | ||||
| Pr > 6 | 0.568 | ||||
| V < 0.5 | 0.060 | ||||
| 0,5 ≤ V ≤ 1.5 | 0.282 | ||||
| V > 1.5 | 0.658 | ||||
| 0 | 0.093 | ||||
| 1 ≤ | 0.221 | ||||
| 0.685 | |||||
| Aggressive | 0.260 | ||||
| Not Aggressive | 0.106 | ||||
| too aggressive | 0.633 | ||||
| Good | 0.106 | ||||
| Medium | 0.260 | ||||
| Bad | 0.633 | ||||
| Pipe environment | NonCorrosive Soil | 0.333 | |||
| Corrosive Soil | 0.667 | ||||
| Absent | 0.589 | ||||
| Lit ≤ 10 | 0.252 | ||||
| Lit > 10 | 0.159 | ||||
| Present | 0.750 | ||||
| Absent | 0.250 | ||||
| Pro < 1 | 0.633 | ||||
| 1 ≤ Pro ≤ 2 | 0.260 | ||||
| Pro > 2 | 0.106 | ||||
| Main road | 0.656 | ||||
| Secondary route | 0.265 | ||||
| pedestrian crossing | 0.080 | ||||
| Installation of another network | 0.343 | ||||
| Road works | 0.575 | ||||
| Repair | 0.082 |
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