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Geodesic network method for flows between two rough surfaces in contact

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Academic year: 2021

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Figure

TABLE I. Averaged coordinance number z versus the total num- num-ber of correlation length along each direction x 1 and x 2 of the  sur-face
FIG. 4. PDF of the local conductances p a 共g 3 兲 computed numerically for different values of the link percolation threshold p L =共L
FIG. 6. 共Color online兲 Effective hydraulic conductance G 3 computed numerically for different values of the link percolation threshold p L =共L − L c 兲 /L tot
FIG. 7. Comparison between the hydraulic ef- ef-fective conductances G 3 versus p L =共L −L c 兲 /L tot obtained from EMA numerical computation  共dot-dashed line兲 and analytical expression 共16兲 共square symbol linked with the solid line兲

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