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FIG. 2. Nonaqueous phase liquid (NAPL) retention curves of anisotropic soils (R = 50) with different heterogeneity levels (Soils 3, 7, 11, and 15 in Table 1). R, ratio of correlation length at the direction parallel to soil strata and that normal to soil strata; , inverse macroscopic capillary length; n, pore-size distribution parameter; Y = ln(K_s), with K_s being the saturated hydraulic conductivity; _Y², variance of Y.

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