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. Author manuscript; available in PMC: 2020 Jun 10.
Published in final edited form as: Environ Model Softw. 2017 Jun 1;92:https://doi.org/10.1016/j.envsoft.2017.02.013.

Table 4.

Model parameters used in the porous pavement model.

Hydraulic conductivity (Ks) of the pavement 80 m/d
Hydraulic conductivity (Ks) of aggregates in storage zone 80 m/d
Soil horizontal saturated hydraulic conductivity 0.9 m/d
Soil vertical saturated hydraulic conductivity 0.012 m/d
Soil van Genuchten parameters α 3 m−1
Soil van Genuchten parameters λ 0.5
Soil van Genuchten parameters n 1.28
Soil Saturated moisture content θs 0.4
Soil Residual moisture content θr 0.1