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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Test Results<br />
Fine Sand<br />
Normalized dielectric constant<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-Squ 0.99597<br />
Value Standard Error<br />
Concatenat Intercept 1.00376 0.00319<br />
Concatenat Slope -0.434 0.00531<br />
Fine sand in tap water<br />
Fine sand in 250ppm NaCl solution<br />
Fine sand in 500ppm NaCl solution<br />
Fine sand in 750ppm NaCl solution<br />
Desing equation <strong>for</strong> fine sand<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 y = a + b*<br />
Adj. R-Sq 0.99007<br />
Value Standard<br />
Concaten Intercept 1.02032 0.0078<br />
Concaten Slope -0.66686 0.01262<br />
Fine sand in tap water<br />
Fine sand in 250ppm NaCl solution<br />
Fine sand in 500ppm NaCl solution<br />
Fine sand in 750ppm NaCl solution<br />
Design equation <strong>for</strong> fine sand<br />
Normalized <strong>TDR</strong> measurements <strong>for</strong> fine sand<br />
0.0 0.2 0.4 0.6 0.8 1.0<br />
Normalized thickness <strong>of</strong> sediment layer<br />
54
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