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The Effect of Entrapped Air on the Quasi-Saturated Soil Hydraulic Conductivity and Comparison with the Unsaturated Hydraulic Conductivity

A. Sakaguchi, T. Nishimura* and M. Kato

Department of International Environmental and Agricultural Sciences, Graduate School of Agriculture, Tokyo University of Agriculture and Technology, Saiwaicho, Fuchu 183-8509, Tokyo, Japan


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Fig. 1. Schematics of soil sample saturation.

 


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Fig. 2. Quasi-saturated hydraulic conductivity of the Masa sandy loam as a function of entrapped air content ({rho}b = 1.52 g cm–3).

 


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Fig. 3. Quasi-saturated hydraulic conductivity of the TUAT andisol as a function of entrapped air content ({rho}b = 0.82 g cm–3).

 


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Fig. 4. Effect of dry bulk density on the quasi-saturated hydraulic conductivity of the Masa sandy loam.

 


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Fig. 5. Effect of dry bulk density on the quasi-saturated hydraulic conductivity of the TUAT andisol.

 


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Fig. 6. Relation between the completely saturated hydraulic conductivity (K0) and the parameter n in Eq. [1].

 


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Fig. 7. Quasi-saturated and unsaturated hydraulic conductivities of the Masa sandy loam.

 


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Fig. 8. Quasi-saturated and unsaturated hydraulic conductivities of the TUAT andisol.

 


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Fig. 9. Water retention curve of the Masa and TUAT soils.

 





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