TY - GEN
T1 - An experimental setup to investigate fluid flow through single fractures
AU - Kulatilake, P. H.S.W.
AU - Morgan, R.
AU - Um, J.
N1 - Funding Information:
Acknowledgment is made to the Donors of the Petroleum Research Fund, administered by the American Chemical Society, and the National Science Foundation grant number CMS-0085059 for supporting this research.
Funding Information:
Acknowledgmenist made to the Donorso f the Pe-troleumR esearchF und,a dministerebdy the Ameri- can Chemical Society, and the National Science Foundationg rant numberC MS-0085059f or sup- portingt hisr esearch.
PY - 2001
Y1 - 2001
N2 - Modeling of fluid flow is important in geological, petroleum, environmental, civil and mining engineering. Fluid flow through jointed hard rock is very much dependent on the fracture network pattern in the rock mass and on the flow behavior through these fractures. Flow behavior through a single fracture depends on the spatial distribution of the aperture including their connectivity, the contact area distribution of the fracture and fluid properties. The aperture and the contact area distributions of a fracture depend on the stress system acting on the joint. This research deals with fluid flow behavior through single joints subjected to normal stresses. The features of the built equipment and various phases of the laboratory experimental program are described in the paper. The initial test results obtained between applied normal stress and fracture closure for a natural rock joint indicate the built equipment works very well in obtaining normal stress versus fracture closure measurements. Fluid flow tests performed for the same rock joint under different normal stresses proved that the built fluid flow experimental system performs very well. Spatial distribution of aperture calculated at different normal stresses using rock joint surface height measurements obtained through a laser profilometer with and without silicon rubber injection to the same rock joint showed that the experimental procedure developed to estimate the spatial distribution of aperture of a rock joint works well.
AB - Modeling of fluid flow is important in geological, petroleum, environmental, civil and mining engineering. Fluid flow through jointed hard rock is very much dependent on the fracture network pattern in the rock mass and on the flow behavior through these fractures. Flow behavior through a single fracture depends on the spatial distribution of the aperture including their connectivity, the contact area distribution of the fracture and fluid properties. The aperture and the contact area distributions of a fracture depend on the stress system acting on the joint. This research deals with fluid flow behavior through single joints subjected to normal stresses. The features of the built equipment and various phases of the laboratory experimental program are described in the paper. The initial test results obtained between applied normal stress and fracture closure for a natural rock joint indicate the built equipment works very well in obtaining normal stress versus fracture closure measurements. Fluid flow tests performed for the same rock joint under different normal stresses proved that the built fluid flow experimental system performs very well. Spatial distribution of aperture calculated at different normal stresses using rock joint surface height measurements obtained through a laser profilometer with and without silicon rubber injection to the same rock joint showed that the experimental procedure developed to estimate the spatial distribution of aperture of a rock joint works well.
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M3 - Conference contribution
AN - SCOPUS:85054150584
SN - 9026518277
SN - 9789026518270
T3 - DC Rocks 2001 - 38th U.S. Symposium on Rock Mechanics (USRMS)
SP - 655
EP - 662
BT - DC Rocks 2001 - 38th U.S. Symposium on Rock Mechanics (USRMS)
A2 - Elsworth, null
A2 - Tinucci, null
A2 - Heasley, null
PB - American Rock Mechanics Association (ARMA)
T2 - 38th U.S. Symposium on Rock Mechanics, DC Rocks 2001
Y2 - 7 July 2001 through 10 July 2001
ER -