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Published online 27 October 2005
Published in Soil Sci Soc Am J 69:1943-1954 (2005)
DOI: 10.2136/sssaj2005.0051
© 2005 Soil Science Society of America
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Application and Evaluation of the SWAP Model for Simulating Water and Solute Transport in a Cracking Clay Soil

Giuseppina Crescimanno* and Paolo Garofalo

Università degli Studi di Palermo, Dipartimento ITAF–Sezione Idraulica, Viale delle Scienze, 13 90128 Palermo, Italy



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Fig. 1. Shrinkage characteristic obtained for Ap horizon of Baglio1 profile. The continuous line represents the Kim model fitted to the measured (u, e) values.

 


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Fig. 2. Water retention curves (a) obtained by the parameter estimation method using the van Genuchten–Mualem (VGM) ({blacktriangleup}{blacktriangleup}{blacktriangleup}) and Brutsaert-Gardner (B-G) (__) models including the SCIM measurements in the optimization procedure and fixing the ksat; and using the VGM model (---) but not including the suction crust infiltometer method (SCIM) measurements in the optimization procedure and estimating the ksat. {theta}wp is the water content independently measured at h = –15300 cm. Hydraulic conductivity functions (b obtained from the parameter estimation method using the VGM ({blacktriangleup}{blacktriangleup}{blacktriangleup}) and B-G (__) model including the SCIM measurements in the optimization procedure and fixing the ksat; and using the VGM model but (---) not including the SCIM measurements in the optimization procedure and estimating ksat.

 


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Fig. 3. Daily volumetric water content, {theta}, predicted by soil-water-atmosphere-plant environment (SWAP) at (a) 30 cm and at (b) 45 cm using the van Genuchten-Mualem (VGM) and the Brutsert-Gardner (B-G) parameters.

 


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Fig. 4. Daily volumetric water content, {theta}, predicted by soil-water-atmosphere-plant environment (SWAP) at 30 cm using the B-G parameters; crack volume at 30 cm as percentage of volume at saturation, Vcr/V.

 


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Fig. 5. Daily water storage in cracks and cumulative flux from cracks to matrix vs. time

 


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Fig. 6. Daily electrical conductivity of saturated soil extract, ECsat, predicted at (a) 30 cm and at (b) 45 cm using the Brutsert-Gardner (B-G) parameters at different values of the dispersivity, Ldis.

 


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Fig. 7. Root Mean Squared Residual, RMSRECsat, associated with the predicted electrical conductivity of saturated soil extract, ECsat, vs. dispersivity, Ldis. RMSRECsat refers to all the measurements collected at 30 and 45 cm.

 





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