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

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Test results (cont.)<br />

K a,m<br />

K a,m<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

100<br />

80<br />

60<br />

40<br />

20<br />

0<br />

y = -2.4799x + 84.418<br />

R² = 0.9891<br />

0 5 10 15 20 25<br />

Thickness <strong>of</strong> Sediment Layer(cm)<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 />

0 5 10 15 20 25 30 35<br />

Thickness <strong>of</strong> sand layer (cm)<br />

EC b,m(mS/m)<br />

25<br />

20<br />

15<br />

10<br />

Saline water<br />

EC b,m<br />

Tap water<br />

120<br />

110<br />

100<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

5<br />

0<br />

y = -0.6294x + 23.224<br />

R² = 0.997<br />

0 5 10 15 20 25<br />

Thickness <strong>of</strong> Sediment Layer(cm)<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 />

0 5 10 15 20 25 30 35<br />

Thickness <strong>of</strong> sand layer (cm)<br />

38

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