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→Background Research
#Combination of scenario 1 and scenario 2
#Combination of scenario 1 and scenario 2
Runoff volume and peak flow reductions were calculated.
Runoff volume and peak flow reductions were calculated:
===Peak Flow===
===Peak Flow===
This shows that LID will not reduce significantly the post-development peak flows generated from major storms.
This shows that LID will not reduce significantly the post-development peak flows generated from major storms.
In order to meet flood control requirements, LID need to be augmented by some flood storage measures such as dry/park ponds, underground storage.
In order to meet flood control requirements, LID need to be augmented by some flood storage measures such as [[dry ponds]] or [[infiltration chambers|underground storage]].
===Runoff Volume===
===Runoff Volume===