Campbell Scientific CS616 CS616 and CS625 Water Content Reflectometers - Page 34
for both linear and quadratic forms.
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CS616 and CS625 Water Content Reflectometers FIGURE 7-3. Difference in % volumetric water content between linear and quadratic forms of calibrations The linear and quadratic coefficients for the sandy clay loam data in FIGURE 7-3 follow and can be used in similar soils. TABLE 7-2. Calibration coefficients for sandy clay loam with bulk density 1.6 g cm-3 and electrical conductivity at saturation 0.4 dS m-1 for both linear and quadratic forms. Linear C0 -0.6200 C1 0.0329 C0 0.0950 Quadratic C1 -0.0211 C2 0.0010 TABLE 7-3. Calibration coefficients for sandy clay loam with bulk density 1.6 g cm-3 and electrical conductivity at saturation 0.75 dS m-1 for both linear and quadratic forms. Linear C0 -0.4470 C1 0.0254 C0 -0.0180 Quadratic C1 -0.0070 C2 0.0006 28