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Soil Water Retention Measurements Using a Combined Tensiometer-Coiled Time Domain Reflectometry Probe

Carlos M. P. Vaza, Jan W. Hopmans*,b, Alvaro Macedoa, Luis H. Bassoic and Dorthe Wildenschildd

a Embrapa, Agricultural Instrumentation Center, P.O. Box 741, 13560 970 Sao Carlos, Brazil
b Dep. of Land, Air and Water Resources, Hydrology, Univ. of California, Davis, CA 95616
c Embrapa, Semi-Arid Center, P.O. Box 23, 56300-000, Petrolina-PE, Brazil
d Technical Univ. of Denmark, Bldg. 115, DK-2800 Lyngby, Denmark



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Fig. 1. Detailed diagram of the tensiometer-coiled TDR probe.

 


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Fig. 2. Waveforms of the tensiometer-coiled TDR probe in water, saturated and dry glass beads (particle size = 150–300 µm, bulk density [{rho}] = 1.55 g cm-3).

 


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Fig. 3. Experimental design for determining soil water retention curves with the combined tensiometer-coiled TDR probe.

 


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Fig. 4. Dielectric constant measured with the tensiometer-coiled TDR probe ({epsilon}coil) as a function of the soil water content.

 


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Fig. 5. Comparison of soil water retention curves for Oso Flaco and Ottawa (a) and SRI, Columbia and Lincoln (b) with water content measured by drainage outflow (open symbols) and after calibration of the combined tensiometer-coiled TDR probe (solid symbols).

 


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Fig. 6. Bulk soil dielectric constant ({epsilon}soil) as measured with a conventional TRD probe (two-rod 5-cm long) as a function of water content as measured by drainage outflow measurements.

 


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Fig. 7. Dielectric constant of the tensiometer-coiled TDR probe in air, as a function of the porous cup water potential (or drainage curve).

 


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Fig. 8. Comparison of measured soil dielectric constant measured using the combined tensiometer-coiled TDR probe with estimated values using the mixing model approach of Eq. [2].

 





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