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Advances in Civil Engineering
/
2019
/
Article
/
Tab 6
/
Research Article
A Qualitative Approach to Determine the Areas of Highest Inflow and Infiltration in Underground Infrastructure for Urban Area
Table 6
Sample calculation for FID 0.
Parameter
Value parameter
Weightage
Weighted value
Pipe age
8
0.6
4.8
Empirical value
8
0.1
0.8
Sewer system
8
0.1
0.8
Soil type
10
0.2
2
Sum
ā
ā
8.4