Transient Flow from Tension Infiltrometers
II. Four Methods to Determine Sorptivity and Conductivity
Jean-Pierre Vandervaerea,
Michel Vauclina and
Dave E. Elrickb
a Lab. d'étude des Transferts en Hydrologie et Environ. (CNRS UMR 5564, INPG, IRD, UJF) BP 53, 38041 Grenoble Cedex 9, France
b Dep. of Land Resource Sci., Univ. of Guelph, Guelph, ON, Canada N1G 2W1

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Fig. 1 Principle of the classic determination of S at short times: a case without a sand contact layer
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Fig. 2 Principle of the classic determination of S at short times: a case with a sand contact layer
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Fig. 3 Principles of the multi-radii (MR) method with three disk radii
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Fig. 6 Coefficients C1 and C2 estimated by the single test method. Estimates for R = 125 mm (squares), for R = 40 mm (circles), and for R = 24.25 mm (triangles) are compared with exact values (lines) for Grenoble sand (left) and Yolo light clay (right)
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Fig. 7 Classic determination of S at short times: estimation error as a function of the time T taken into account (Eq. [7])
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Fig. 8 K estimates by the single test (ST) method (squares) compared with exact value (plain line) for Grenoble sand (top) and Yolo light clay (bottom)
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Fig. 9 The multi-radii method for Grenoble sand. Symbols correspond to estimates and plain lines correspond to regression lines
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Fig. 10 The multi-radii method for Yolo light clay. Symbols correspond to estimates and plain lines correspond to regression lines
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Fig. 11 K and S estimates by the multi-radii method (squares) compared with exact values (plain lines) for Grenoble sand (top) and Yolo light clay (bottom)
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Fig. 12 K estimates by the multi-sorptivity method with a one-disk experiment (MS1) (triangles) and the multi-sorptivity method with a multi-radii experiment (MS2) (squares) compared with exact value (plain line) for Grenoble sand (top) and Yolo light clay (bottom)
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Copyright © 2000 by the Soil Science Society of America.