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dc.creatorMishra, Surendra Kumar
dc.creatorSingh, Vijay P.
dc.date.accessioned2017-10-18T15:56:29Z
dc.date.available2017-10-18T15:56:29Z
dc.date.issued2003
dc.identifier.urihttps://hdl.handle.net/1969.1/164631
dc.description.abstractThe potential maximum retention, S, of the Soil Conservation Service Curve Number (SCS-CN) method (SCS, 1956) was derived for a large set of published infiltration data ranging from Plainfield sand to Yololight clay using the relations between Ψ (negative pressure) and Θ (moisture content) and between K (hydraulic conductivity) and Θ. The physical significance of S is explained using the diffusion term of the linearized Fokker-Planck equation for infiltration, which relates S to the storage and transmission properties of the soil. The derived S-values exhibit a strong looped relationship with the initial moisture content, analogous to that for curve numbers for three antecedent moisture conditions. The variation of S in vertical infiltration is also explained and discussed.en
dc.language.isoen_US
dc.subjectcurve numberen
dc.subjectinfiltrationen
dc.subjectFokker-Planck equationen
dc.subjectmaximum soil retentionen
dc.subjectSCS-CN methoden
dc.titleDerivation Of The SCS-CN Parameter S From Linearized Fokker-Planck Equationen
dc.typeArticleen
local.departmentBiological and Agricultural Engineering (College of Agriculture and Life Sciences)en


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