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Assessment of the Automation Algorithm for TDR Bridge - Ohio ...

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sqrt(Ka)/sqrt(kw)<br />

Empirical Equation Procedures <strong>for</strong> Application<br />

in <strong>Bridge</strong> Scour Monitoring<br />

• Dielectric constant<br />

1.0<br />

0.9<br />

0.8<br />

0.7<br />

0.6<br />

0.5<br />

Tap water<br />

250ppm<br />

500ppm<br />

750ppm<br />

Linear Fit <strong>of</strong> All Data<br />

Y = 1.00354 -0.43321 * X<br />

0.0 0.2 0.4 0.6 0.8 1.0<br />

Sand thickness/Total thickness <strong>of</strong> water and sand<br />

√K a,m /√K a,w versus <strong>the</strong><br />

normalized thickness <strong>of</strong><br />

sediment layer<br />

ECb/ECb,w<br />

• 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 />

Tap water<br />

250ppm<br />

500ppm<br />

750ppm<br />

Linear Fit <strong>of</strong> All Data<br />

Y = 1.02032 -0.66686 * X<br />

0.0 0.2 0.4 0.6 0.8 1.0<br />

Sand thickness/Total thickness <strong>of</strong> water and sand<br />

EC b,m/EC b,w versus <strong>the</strong><br />

normalized thickness <strong>of</strong><br />

sediment layer

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