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Groups at IfU
Chair of Groundwater and Hydromechanics
Chair of Hydrology and Water Resources Management
Chair of Urban Water Management
Chair of Ecological Systems Design
Chair of Earth Observation and Remote Sensing
Heterogeneous porous media cannot be described in every detail. Therefore the need for defining effective parameters on a larger scale arises. Upscaling is achieved if the transport process can be expressed by the same equation as on a microscopic level only with new parameters. For a flow field, which is on the average uniform, effective parameters have been derived some time ago. Basically, the subscale heterogeneity shows up in an enlarged dispersion coefficient, also called macrodispersion coefficient. Here a radial flow field is investigated into. A new formula for the dispersion coefficient is derived. The analysis is then taken to two phase flow which occurs for example when injecting air into a water filled fracture. In this case a dispersion term originates where there was no such term in the microscopic equations. The necessity of differentiating between ensemble dispersion and effective dispersion is shown.
Neuweiler, I., S. Attinger, W. Kinzelbach, 2001. Macrodispersion in a radially divergent flow field with finite Peclet numbers 1: Perturbation theory approach. WRR, Vol. 37 (3), p. 481-493,
Attinger, S., I. Neuweiler, W. Kinzelbach, 2001. Macrodispersion in a radially divergent flow field with finite Peclet numbers 2: Homogenization theory approach. WRR, Vol. 37 (3), p. 495-505.
Neuweiler, I., S. Attinger, W. Kinzelbach, P. King, 2003. Large scale mixing for immiscible displacement in heterogeneous porous media, TIPM, 51: 287-314.
ETH/88 kCHF
Imperial college, University of Southern California
Finished in 2003
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