[1] A 3 3 factorial experimental design was implemented to numerically investigate the interactive effect of the mean (m b ), standard deviation (s b ), and anisotropic ratio (AR) (l b x /l b y ) of single-fracture apertures on dispersion regimes (specifically Taylor dispersion and geometric dispersion) and dispersivity. The Reynolds equation was solved to obtain the flow fields in each computer-generated fracture, and the random walk particle tracking method was used to simulate solute transport. The simulation results show that (1) for a fixed hydraulic gradient, the dominant dispersion regime is controlled by m b , and to a lesser degree, s b , and geometric dispersion becomes more dominant as the coefficient of variation (COV) (s b /m b ) increases; (2) for a fixed mean aperture, the dispersivity and the spread in dispersivity for varying ARs increases with the COV; and (3) the AR has a significant effect on dispersivity only when the COV is large (^0.2).Citation: Zheng, Q., S. Dickson, and Y. Guo (2009), Influence of aperture field heterogeneity and anisotropy on dispersion regimes and dispersivity in single fractures,