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Published online 20 November 2006
Published in Vadose Zone J 5:1246-1256 (2006)
DOI: 10.2136/vzj2005.0144
© 2006 Soil Science Society of America
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Effect of a Salt Crust on Evaporation from a Bare Saline Soil

Haruyuki Fujimakia,*, Takahiro Shimanoa, Mitsuhiro Inoueb and Kazurou Nakanec

a Univ. of Tsukuba, 1-1-1 Tennodai, Tsukuba, Ibaraki 305-8572, Japan
b Arid Land Research Center, Tottori Univ., 1390 Hamasaka, Tottori 680-8550, Japan
c National Research Inst. for Earth Science and Disaster Prevention


Figure 1
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Fig. 1. Experimental setup. The lamp to heat the surface was intermittently switched off automatically.

 

Figure 2
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Fig. 2. Soil water retention curves for the two soils used in this study.

 

Figure 3
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Fig. 3. Hydraulic conductivity for the two soils used in this study.

 

Figure 4
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Fig. 4. Tortuosity factor for ionic diffusion as a function of water content for the two soils used in this study.

 

Figure 5
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Fig. 5. Concentration and water content profiles for the displacement experiment for (a) Masa loamy sand and (b) Toyoura sand.

 

Figure 6
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Fig. 6. Temporal change in the evaporation rate for (a) Masa loamy sand and NaCl (b) Masa loamy sand and KCl, and (c) Toyoura sand and NaCl. In (a), numerical solutions are for Column 3; rsc is the resistivity of the salt crust; half and quarter dispersivity is in reference to the dispersivity in the top 2 cm compared with the independently measured value.

 

Figure 7
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Fig. 7. Comparisons of measured and simulated water content profiles.

 

Figure 8
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Fig. 8. Concentration profiles for (a) Masa loamy sand and NaCl, (b) Masa loamy sand and KCl, and (c) Toyoura sand and NaCl.

 

Figure 9
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Fig. 9. Salt crust resistance as a function of accumulated salt in depth z <0.25 cm.

 

Figure 10
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Fig. 10. Comparison of measured and simulated concentration profiles for (a) Masa loamy sand and NaCl, (b) Masa loamy sand and KCl, and (c)Toyoura sand and NaCl; rsc is the resistivity of the salt crust; half and quarter dispersivity is in reference to the dispersivity in the top 2 cm compared with the independently measured value.

 

Figure 11
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Fig. 11. Solution of the convection–dispersion equation assuming solute-free input to a soil having a Dirac delta initial distribution at x = 5 cm; {lambda} = dispersivity, Di = effective ionic diffusion coefficient, v = pore water velocity.

 





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