CS616 and CS625 Water Content Reflectometers
7.3 Calibration Equations
TABLE 7-1 lists the calibration coefficients derived in the Campbell Scientific
soils laboratory. Both linear and quadratic forms are presented. The choice of
linear or quadratic forms depends on the expected range of water content and
accuracy requirements. These coefficients should provide accurate volumetric
water content in mineral soils with bulk electrical conductivity less than
0.5 dS m
-1
, bulk density less than 1.55 g cm
-3
, and clay content less than 30%.
TABLE 7-1. Standard calibration coefficients for linear and quadratic forms.
Linear quadratic
C0 C1 C0 C1 C2
-0.4677 0.0283 -0.0663 -0.0063 0.0007
The linear equation is
VWC = -0.4677+0.0283*period .
The quadratic equation is
VWC = -0.0663 - 0.0063* 0.0007*period
2
.
Period is in microseconds. The result of both calibration equations is
volumetric water content on a fractional basis. Multiply by 100 to express in
percent volumetric water content.
FIGURE 7-3 shows the difference between the linear and quadratic calibration
forms over the typical range. A CS616/CS625 output period of 16
microseconds is about 2% VWC and 32 microseconds is 47.25%. The linear
calibration is within
±
1.25% VWC of the quadratic with underestimation of
water content at wet and dry ends of the range and overestimates by up to
about 1.2 % VWC at about 20% VWC.
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Summary of Contents for CS616
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