Assessment of the Automation Algorithm for TDR Bridge - Ohio ...
Assessment of the Automation Algorithm for TDR Bridge - Ohio ...
Assessment of the Automation Algorithm for TDR Bridge - Ohio ...
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Normalized dielectric constant<br />
Gravel<br />
1.0<br />
0.9<br />
0.8<br />
0.7<br />
0.6<br />
0.5<br />
0.4<br />
0.3<br />
0.2<br />
0.1<br />
0.0<br />
Equation y = a + b*x<br />
Adj. R-Square 0.99215<br />
Value Standard Error<br />
Concatenate Intercept 0.99574 0.00425<br />
Concatenate Slope -0.31801 0.00686<br />
Gravel in tap water<br />
Gravel in 500ppm NaCl solution<br />
Washed gravel in 500ppm NaCl solution<br />
Linear Fit<br />
0.0 0.2 0.4 0.6 0.8 1.0<br />
Normalized thickness <strong>of</strong> sediment layer<br />
Normalized electrical conductivity<br />
1.1<br />
1.0<br />
0.9<br />
0.8<br />
0.7<br />
0.6<br />
0.5<br />
0.4<br />
0.3<br />
0.2<br />
0.1<br />
0.0<br />
Equation<br />
Adj. R-Square<br />
Concatenate<br />
y = a + b*x<br />
Normalized <strong>TDR</strong> measurements <strong>for</strong> gravel<br />
0.96387<br />
Value Standard Error<br />
Intercept 1.00171 0.01593<br />
Slope -0.54842 0.02572<br />
Gravel in tap water<br />
Gravel in 500ppm NaCl solution<br />
Washed gravel in 500ppm NaCl solution<br />
Linear Fit <strong>of</strong> Concatenate<br />
0.0 0.2 0.4 0.6 0.8 1.0<br />
Normalized thickness <strong>of</strong> sediment layer<br />
56
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