Rp. Ewing et Db. Jaynes, ISSUES IN SINGLE-FRACTURE TRANSPORT MODELING - SCALES, ALGORITHMS, AND GRID TYPES, Water resources research, 31(2), 1995, pp. 303-312
Transport in single fractures has recently been intensely examined, Po
tential applications of these studies include nuclear waste storage an
d infiltration of rainwater into soil desiccation cracks. We modeled h
ydrodynamic dispersion in single fractures, using a variable-aperture
model and particle-tracking techniques. We examined issues of scale of
heterogeneity, particle-tracking method, and grid topology. Hydrodyna
mic dispersion tends to zero as the scale of the transport path increa
ses in relation to the scale of heterogeneity. Since this is not obser
ved in nature, it implies either that fractures have fractal structure
or that hydrodynamic dispersion alone does not account for all the di
spersion that occurs in fractures. Dispersion and retardation as simul
ated using a node-to-node or mixing type algorithm are greater than wh
en they are simulated using an interpolation algorithm, and the differ
ence cannot be attributed to molecular diffusion. Differences in condu
ctivity and dispersion between different grid types (serial, parallel,
square, and random field) are related to the coordination number (deg
ree of connectedness) of the grid, with lower coordination number grid
s having higher dispersion.