Table of Contents
7.3
Calibration Equations ........................................................................ 29
7.4
Operating Range................................................................................ 31
7.4.1
Soil Electrical Conductivity ....................................................... 31
7.4.2
Soil Organic Matter, Clay Content and Soil Bulk Density......... 32
7.5
Error Sources in Water Content Reflectometer Measurement .......... 32
7.5.1
Probe-to-Probe Variability Error................................................ 32
7.5.2
Insertion Error ............................................................................ 32
7.5.3
Signal Attenuation Error ............................................................ 32
7.6
Temperature Dependence and Correction ......................................... 33
8.
Water Content Reflectometer User-Calibration......34
8.1
Signal Attenuation in Conductive Soils and Need for Site-
Specific Calibration ....................................................................... 34
8.2
The User-Derived Calibration Equation............................................ 35
8.3
Collecting Laboratory Data for Calibration....................................... 35
8.4
Collecting Field Data for Calibration ................................................ 38
8.5
Calculations....................................................................................... 40
9.
Maintenance ..............................................................41
10.
References.................................................................41
Appendix
A.
Discussion of Soil Water Content .........................A-1
Figures
6-1. CS616 Water Content Reflectometer .................................................. 5
6-2. CS625 Water Content Reflectometer .................................................. 6
7-1. CS616 and CS625 linear and quadratic calibrations derived from
loam soil......................................................................................... 27
7-2. CS616 and CS625 response for low EC loam with bulk density
1.4 g cm
-3
, a low EC sandy clay loam with bulk density
1.6 g cm
-3
, and a high EC sandy clay loam with bulk density
1.6 g cm
-3
. ...................................................................................... 28
7-3. Difference in % volumetric water content between linear and
quadratic forms of calibrations ...................................................... 30
7-4. Percent volumetric water content error corrected for by
temperature correction equation..................................................... 34
Tables
6-1. CS616/625
wiring
code. ...................................................................... 5
6-2. CS625
Sample
Programs................................................................... 12
6-3. CS616 Sample Edlog Programs ........................................................ 17
7-1. Standard calibration coefficients for linear and quadratic forms....... 29
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................................................ 30
ii
Summary of Contents for CS616
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