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Published online 22 August 2006
Published in Soil Sci Soc Am J 70:1774-1787 (2006)
DOI: 10.2136/sssaj2005.0335
© 2006 Soil Science Society of America
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Management of Irrigation with Saline Water in Cracking Clay Soils

Giuseppina Crescimanno* and Paolo Garofalo

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


Figure 1
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Fig. 1. Shrinkage characteristic obtained for the Ap horizon of Baglio5 profile. The continuous line represents the Kim model fitted to the measured (u, e) values.

 

Figure 2
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Fig. 2. (Baglio5 soil profile, Ap horizon). Water retention curve (a) obtained by the parameter estimation method using the B-G model, including the SCIM measurements in the optimization procedure and fixing ksat. {theta}wp is the water content independently measured at h = –15 300 cm. Hydraulic conductivity function (b) obtained by the parameter estimation method using the B-G model including the SCIM measurements in the optimization procedure and fixing ksat.

 

Figure 3
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Fig. 3. Baglio5 soil profile: daily volumetric water content, {theta}, predicted by SWAP at (a) 30 cm and at (b) 45 cm.

 

Figure 4
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Fig. 4. Baglio5 soil profile: daily electrical conductivity of saturated soil extract, ECsat, predicted (a) at 30 cm and (b) at 45 cm assuming for Ldis the value of 20 cm.

 

Figure 5
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Fig. 5. Amount of solutes accumulated, {Delta}S (mg cm–2), in the seven soil profiles according to the three considered irrigation schedulings (Scenario 1).

 

Figure 6
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Fig. 6. Water distribution along the soil profile 1 d after irrigation (Baglio1 profile).

 

Figure 7
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Fig. 7. Average volumetric water content, {theta}m (m3 m–3), during the irrigation season of year 2000 according to Scenario 1 (Baglio1 profile).

 

Figure 8
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Fig. 8. Amount of solutes accumulated in the soil profiles, {Delta}S (mg cm–2), in Scenarios 1c and 1c'.

 

Figure 9
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Fig. 9. Cumulative water flow from the cracks into the matrix, CWF (cm), obtained for the different profiles.

 

Figure 10
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Fig. 10. Crack volume as percentage of volume at saturation, Vcr/V (%), vs. pressure head (a) for Baglio2, Baglio4, Baglio5, Baglio6, and Baglio7, and (b) for Baglio1 and Baglio3.

 

Figure 11
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Fig. 11. Overall flux of solutes, CWQ (mg cm–2 d–1), from the soil profiles, flux of solutes leaving the matrix (CWQm), and the cracks (CWQcr).

 

Figure 12
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Fig. 12. Hydraulic conductivity functions, k (cm h–1), obtained for the seven profiles for the A1 horizon.

 

Figure 13
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Fig. 13. Amount of solutes accumulated in the soil profiles, {Delta}S (mg cm–2), according to Scenarios 1c and 2c.

 

Figure 14
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Fig. 14. Overall flux of solutes, CWQ (mg cm–2 d–1), from the soil profiles in the 2c scenario.

 

Figure 15
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Fig. 15. Average electrical conductivity of the saturated extract, ECsat (dS m–1), vs. time (Baglio1 profile).

 





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