Determined permeability of eighteen pervious concrete mixtures with varying heads.
Discussed contribution of various mix parameters in respect of permeability.
Quantified and described nonlinearity in Darcy’s law for PC mixes through Izbash/power law.
Utilized a modified Kozeny-Carman equation to discuss effect of macroporous features.
Recommended a promising hydrodynamic approach to rationally design pervious concrete pavements.