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Table 7

Magnitude of runoff volume and runoff volume reduction at selected nodes

Node no.Overflow volume before applying LID SCMs (103 m3)Overflow volume after applying LID SCMs (103 m3)Reduced runoff volume (103 m3)Fraction of reduced runoff volume (%)
10 6.55 1.38 5.17 78 
16 30.64 16.445 14.20 46 
31 33.40 21.15 12.25 37 
41 1.07 1.07 100 
Node no.Overflow volume before applying LID SCMs (103 m3)Overflow volume after applying LID SCMs (103 m3)Reduced runoff volume (103 m3)Fraction of reduced runoff volume (%)
10 6.55 1.38 5.17 78 
16 30.64 16.445 14.20 46 
31 33.40 21.15 12.25 37 
41 1.07 1.07 100 
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