SAMPLE BIAS AND THE SCALING OF HYDRAULIC CONDUCTIVITY IN FRACTURED ROCK

Authors
Citation
Ce. Renshaw, SAMPLE BIAS AND THE SCALING OF HYDRAULIC CONDUCTIVITY IN FRACTURED ROCK, Geophysical research letters, 25(1), 1998, pp. 121-124
Citations number
27
Categorie Soggetti
Geosciences, Interdisciplinary
ISSN journal
00948276
Volume
25
Issue
1
Year of publication
1998
Pages
121 - 124
Database
ISI
SICI code
0094-8276(1998)25:1<121:SBATSO>2.0.ZU;2-M
Abstract
Compilations of the hydraulic conductivity of fractured rock suggest a n increase in conductivity between laboratory and field scales. This s caling is inconsistent with recent suggestions that natural fracture n etworks are near the percolation threshold as the effective conductivi ty of networks near the percolation threshold decreases with increasin g scale. The predicted decrease in conductivity with increasing scale may not be apparent in laboratory data due to a systematic bias in lab oratory scale samples; many laboratory scale samples may not contain f ractures that are larger than the size of the sample. When this bias i s accounted for, the conductivity of simulated networks near the perco lation threshold is consistent with the compiled data and increases wi th the sample dimension. Therefore, observed scaling in conductivity c an be interpreted as consistent with the idea that many fracture netwo rks are near the percolation threshold.