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Comparing Field Methods that Estimate Mobile–Immobile Model Parameters

F.X.M. Caseya, D.B. Jaynesb, R. Hortona and S.D. Logsdonb

a Dep. of Agronomy, Iowa State Univ., Ames, IA 50011 USA
b USDA-ARS, National Soil Tilth Lab., 2150 Pammel Dr., Ames, IA 50011 USA



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Fig. 1 A diagram of the soil sampling scheme beneath the tension infiltrometer. The soil sampled immediately after the tracer application was used to estimate {theta}im and {alpha} with the Jaynes et al. (1995) method, and to estimate {theta}im with the Clothier et al. (1992) method. All sampling dates were used to estimate {alpha} with the Clothier et al. (1995) method. The sampling dates immediately after the final tracer application, 0, 2, 7, and 15 d, correspond to the numerals, 0, 2, 7, and 15 within the white circles, respectively

 


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Fig. 2 Regressions of the ln(1 - C/C0) vs. time used by the Jaynes et al. (1995) method to estimate {theta}im and {alpha} at each site. The slope gives -{alpha}/{theta}im and the intercept gives ln({theta}im/{theta}) + {ell}{theta}m/({theta}imq)

 


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Fig. 3 The predicted and measured normalized sample variance as a function of time elapsed from the start of the tracer application for each site. Here the predicted {alpha} values next to the curves are derived from Eq. [10]. Note that measured values that were >1 were excluded from Site 2 on the second sampling date and from Site 4 and 5 on the last sampling date

 


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Fig. 4 The calculated relative tracer concentration in the immobile domain as a function of time. Relative immobile tracer concentrations were calculated using CXTFIT 2.0 (Toride et al., 1995), and {alpha} values were obtained from the multiple tracer method

 


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Fig. 5 Soil volumetric water content as a function of time

 





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Copyright © 1999 by the Soil Science Society of America.