Research Article
A Qualitative Approach to Determine the Areas of Highest Inflow and Infiltration in Underground Infrastructure for Urban Area
Table 3
Sample value parameter for age, sewer system, and soil type.
| | FID | Pipe size (mm) | Pipe grade (%) | Age factor | Sewer system factor | Operational performance values | Soil type factors | | Age (years) | Value parameter | Sewer system | Assigned value parameter | Soil classification | Assigned value parameter |
| | 0 | 457.2 | 3.12 | 110 | 8 | Lateral | 8 | 8.00 | D | 10 | | 1 | 609.6 | 3.33 | 112 | 8 | Main | 10 | 8.40 | A | 4 | | 2 | 0 | 0 | 112 | 8 | NA | 10 | 7.77 | A | 4 | | 3 | 381 | 0.89 | 117 | 9 | Lateral | 8 | 7.00 | D | 10 | | 4 | 0 | 0 | 112 | 8 | NA | 10 | 7.37 | A | 4 |
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FID: field identification.
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