Higher-order effects on flow and transport in randomly heterogeneous, statistically anisotropic porous media
A higher-order theory is presented for steady state, mean uniform saturated flow and nonreactive solute transport in randomly homogeneous, statistically anisotropy natural log hydraulic conductivity fields Y. General integral expressions are derived for the spatial covariance of fluid velocity to se...
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| Language: | en_US |
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The University of Arizona.
1996
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| Online Access: | http://hdl.handle.net/10150/282175 |