Water infiltration into the unsaturated zone is potentially affected b
y air compression ahead of the wetting front. Analytical infiltration
equations accounting for air compression, air counterflow, and flow hy
steresis in a porous medium were derived on the basis of the Green and
Ampt [1911] assumptions. Air compression ahead of the wetting front w
as predicted using the perfect gas law. The capillary pressure at the
wetting front was found to vary between the dynamic water-bubbling val
ue and the dynamic air-bubbling value of the material. These equations
, accounting also for the effects of macropores near the soil surface,
turned out to be simpler than the traditional Kostiakov [1932] and th
e Philip [1957a, b, c, d] equations. The equation parameters are physi
cally meaningful and can be readily obtained from field measurements o
f the natural saturated hydraulic conductivity and soil water retentio
n or pressure infiltrometer data. Experimental testing showed that the
equations are reasonably accurate.