A semianalytical solution is developed for an equivalent continuum model of
one-dimensional steady infiltration in unsaturated fractured rock. The dif
ferential form of the mass conservation equation is integrated to yield an
analytical expression relating elevation to a function of capillary pressur
e and relative permeability of the fracture and rock matrix. Constitutive r
elationships for unsaturated flow in this analysis are taken from van Genuc
hten [1980] and Mualem [1976], but alternative relations can also be implem
ented in the integral solution. Expressions are presented for the liquid sa
turations and pore velocities in the fracture, matrix, and effective contin
uum materials as a function of capillary pressure and elevation. Results of
the analytical solution are applied to examples of infiltration in fractur
ed rock consisting of both homogeneous and composite (layered) domains. The
analytical results are also compared to numerical simulations to demonstra
te the use of the analytical solution as a benchmarking tool to address com
putational issues such as grid refinement.