Table A-1. LID Scenario parameter

Layer Parameter Unit Green roof Rain barrel Permeable pavement
Surface Bern height mm 30 - 25
Vegetation volume fraction - 0.7 - 0
Surface roughness - 0.4 - 0.12
Surface slope % 0.01 - 1
Swale side slope - - - -
Pavement Thickness mm - - 60
Void ratio (Voids / Solids) - - - 0.13
Permeability mm/hr - - 200
Soil Thickness mm 300 - 150
Porosity - 0.5 - 0.5
Field capacity - 0.2 - 0.1
Wilting point - 0.1 - 0.024
Conductivity mm/hr 35 - 100
Conductivity slope - 7 -
Suction head mm 3.5 - -
Drainage mat Thickness mm 100 - -
Void fraction - 0.43 - -
Roughness - 0.03 - -
Storage Thickness mm - 1000 250
Void ratio - - - 0.43
Seepage rate mm/hr - - 600
Drain Flow coefficient - - 0 0.69
Flow exponent - - 0.5 0.5
Offset mm - 6 6
Drain delay hr - 72 -
Note: This parameter refers to Kim and Kang (2023), Bai et al. (2018)