To consider the amount of surface runoff captured by LID practices, a modified surface runoff equation (Equation (10.6)) was added in the existing codes.
(10.6)
where is the surface runoff volume (m³) in which the impact of LID practices is considered,
is volume of water stored in LID practice.
is the designed LID volume. If
is larger than the
, the surface runoff would be generated.