The propagation rate of a natural hydraulic fracture is limited by the
rate that fluid flows from the saturated rock into the void space cre
ated by fracture growth. Unlike induced hydraulic fractures, natural h
ydraulic fractures can not be modeled by specifying rates of fracture
growth or fluid flow into the fracture as boundary conditions. Numeric
al solutions of the governing equations for natural hydraulic fracture
growth in a poroelastic medium indicate that growth rates are primari
ly controlled by the hydraulic conductivity K, the storage S-p' and th
e initial flaw length 2a(o). Computationally more efficient models whi
ch partially and completely decouple material stresses from fluid pres
sures give similar results. Results for several rock types indicate th
at, although the rate of fracture propagation is limited by fluid flow
, fracture growth still accelerates. Results are generalized in dimens
ionless plots of fracture length versus time for various values of the
dimensionless parameter phi = (1-v)/(GS(p)'), where G is the shear mo
dulus and v is the drained Poisson's ratio.