![](/images/icons/spacer.gif) |
Detailed Reference Information |
Hsu, K., Zhang, D. and Neuman, S.P. (1996). Higher-order effects on flow and transport in randomly heterogeneous porous media. Water Resources Research 32: doi: 10.1029/95WR03492. issn: 0043-1397. |
|
A higher-order theory is presented for steady state, mean uniform saturated flow and nonreactive solute transport in a random, statistically homogeneous natural log hydraulic conductivity field Y. General integral expressions are derived for the spatial covariance of fluid velocity to second order in the variance &sgr;2 of Y in two and three dimensions. Integrals involving first-order (in &sgr;) fluctuations in hydraulic head are evaluated analytically for a statistically isotropic two-dimensional Y field with an exponential autocovariance. Integrals involving higher-order head fluctuations are evaluated numerically for this same field. Complete second-order results are presented graphically for &sgr;2=1 and &sgr;2=2. They show that terms involving higher-order head fluctuations are as important as those involving lower-order ones. The velocity variance is larger when approximated to second than to first order in &sgr;2. Discrepancies between second- and first-order approximations of the velocity autocovariance diminish rapidly with separation distance and are very small beyond two integral scales. Transport requires approximation at two levels: the flow level at which velocity statistics are related to those of Y, and the advection level at which macrodispersivities are related to velocity fluctuations. Our results show that a second-order flow correction affects transport to a greater extent than does a second-order correction to advection. Asymptotically, the second-order transverse macrodispersivity tends to zero as does its first-order counterpart. An approximation of advection alone based on Corrsin's conjecture, coupled with either a first- or a second-order flow approximation, leads to a transverse macrodispersivity which is significantly larger than that obtained by standard perturbation and tends to a nonzero asymptote. Published Monte Carlo results yield macrodispersivities that lie significantly below those predicted by first- and second-order theories. Considering that Monte Carlo simulations often suffer from sampling and computational errors, that standard perturbation approximations are theoretically valid only for &sgr;2<1, and that Corrsin's conjecture represents the leading term in a renormalization group perturbation which contains contributions from an infinite number of high-order terms, we find it difficult to tell which of these approximations is closest to representing transport in strongly heterogeneous media with &sgr;2≥1. ¿ American Geophysical Union 1996 |
|
![](/images/icons/spacer.gif) |
![](/images/icons/spacer.gif) |
BACKGROUND DATA FILES |
|
![](../images/icons/sq.gif) |
Abstract![](/images/icons/spacer.gif) |
|
![](../images/buttons/download.very.flat.gif) |
|
|
|
Keywords
Hydrology, Stochastic processes, Hydrology, Groundwater transport, Hydrology, Groundwater hydrology |
|
Publisher
American Geophysical Union 2000 Florida Avenue N.W. Washington, D.C. 20009-1277 USA 1-202-462-6900 1-202-328-0566 service@agu.org |
|
|
![](/images/icons/spacer.gif) |