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- W2045543976 abstract "Both, preferential flow and dispersive flow (the latter is usually expressed with the Darcy-Richards Equations) are approached with kinematic wave theory. The kinematic wave assumption, ℓ = β γα (where ℓ [LT−1] is volume flux density, β [LT−1] is conductance, ψ [L3L−3] is moisture participating in the flow process, and α is a dimensionless exponent) is validated against data from an infiltration-drainage experiment, performed on a reconstituted soil sample containing artificial macropores. It is proposed that the exponent α may serve as a measure to assess the degree of preferential flow. The model is then applied to four hydrographs obtained from infiltration-drainage experiments at various rates, using a dual-porosity medium made of artificial soil aggregates. The exponent α decreased with increasing application rates of water input to the surface, indicating the dynamic aspect of preferential flow." @default.
- W2045543976 created "2016-06-24" @default.
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- W2045543976 date "1996-11-01" @default.
- W2045543976 modified "2023-10-16" @default.
- W2045543976 title "When is porous-media flow preferential? A hydromechanical perspective" @default.
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- W2045543976 doi "https://doi.org/10.1016/s0016-7061(96)00059-6" @default.
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