This indicator calculates the average height of runoff in the scenario using the SCS runoff curve number method.
\[
Q = \frac{(P - I_a)^2}{(P - I_a) + S}
\] where \(P\) is the rainfall volume in mm; \(I_a\) is the initial abstraction (all losses before runoff begins); and \(S\) is the potential soil moisture retention. The SCS generalizes \(I_a\) as \(0.2S\), we modified this generalization to include the rainwater harvested:
\[
I_a = 0.2S + \sum_{i=1}^{N}{min\{Rh, Ws\}_i}
\] where \(Rh\) is the potential water harvested, calculated as the amount of water fallen on the surface of adjacent higher buildings; and \(Ws\) is the water storage capacity. From both, the minimum is used to calculate \(I_a\).
Given a rain event of 85 l/day, the difference in runoff prevention between current and future scenario is 1.36 mm.
The volumes of tanks were randomly distributed between 0 and 45 l/m2 of garden i.