%0 Journal Article %1 watanabe2008 %A Watanabe, Noriaki %A Hirano, Nobuo %A Tsuchiya, Noriyoshi %D 2008 %I American Geophysical Union %J Water Resources Research %K 2008 Determination a and aperture basis by confining experiment flow flow-through fluid fracture high-resolution in modeling numerical of on pressure rock structure the under %P 1-11 %T Determination of aperture structure and fluid flow in a rock fracture by high-resolution numerical modeling on the basis of a flow-through experiment under confining pressure %U http://dx.doi.org/10.1029/2006WR005411 %V 44 %X A numerical model incorporating experimentally determined fracture surface geometries and fracture permeability is proposed for characterizing aperture structures and fluid flow through rock fractures under confining pressures. The model was applied to artificially created granite tensile fractures with varying shear displacements (0–10 mm) and confining pressures (10–100 MPa). The findings of the study were consistent with those obtained previously, which characterized experimentally determined contact areas and changes in shear stress during the shear process. While the confining pressures considered herein are higher than those of previous studies, experimentally obtained fracture permeability is important for understanding subsurface flow, specifically the fluid flow characteristics in aperture structures under different confining pressures. Development of preferential flow paths is observed in all aperture structures, suggesting that the concept of channeling flow is applicable even under high confining pressures, as well as the existence of 3-D preferential flow paths within the subsurface fracture network.

@article{watanabe2008, abstract = {A numerical model incorporating experimentally determined fracture surface geometries and fracture permeability is proposed for characterizing aperture structures and fluid flow through rock fractures under confining pressures. The model was applied to artificially created granite tensile fractures with varying shear displacements (0–10 mm) and confining pressures (10–100 MPa). The findings of the study were consistent with those obtained previously, which characterized experimentally determined contact areas and changes in shear stress during the shear process. While the confining pressures considered herein are higher than those of previous studies, experimentally obtained fracture permeability is important for understanding subsurface flow, specifically the fluid flow characteristics in aperture structures under different confining pressures. Development of preferential flow paths is observed in all aperture structures, suggesting that the concept of channeling flow is applicable even under high confining pressures, as well as the existence of 3-D preferential flow paths within the subsurface fracture network.}, added-at = {2009-10-15T17:40:48.000+0200}, author = {Watanabe, Noriaki and Hirano, Nobuo and Tsuchiya, Noriyoshi}, biburl = {https://www.bibsonomy.org/bibtex/2bcc1a502595cc5abcb112611fd4b4160/schepers}, description = {Determination of aperture structure and fluid flow in a rock fracture by high-resolution numerical modeling on the basis of a flow-through experiment under confining pressure}, interhash = {b50fa0ff2cdc9bdd996b9b7c7f145719}, intrahash = {bcc1a502595cc5abcb112611fd4b4160}, journal = {Water Resources Research}, keywords = {2008 Determination a and aperture basis by confining experiment flow flow-through fluid fracture high-resolution in modeling numerical of on pressure rock structure the under}, month = {#jun#}, pages = {1-11}, publisher = {American Geophysical Union}, timestamp = {2009-10-15T17:40:48.000+0200}, title = {Determination of aperture structure and fluid flow in a rock fracture by high-resolution numerical modeling on the basis of a flow-through experiment under confining pressure}, url = {http://dx.doi.org/10.1029/2006WR005411}, volume = 44, year = 2008 }