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Moisture.Point in heavy clay



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Dear Dr. Glenn Brown

I have just finished a test of measuring volumetric water content of heavy
clay content using TDR (Moisture.Point MP-917). The clay I used is Rideau
Clay with no less than 60% of clay content. The electrical conductivity
(Ec)of the solution (1:5 soil/water ratio) is approximately 0.10-0.14 dS/m.
The probe used is ESI's "C" type probe, 30 cm in length with shorting diode
at both ends of the probe. Moisture.Point's patented shorting diode
technology provides a reliable relationship between time delay and
volumetric water content. When the soil moisture was below 0.35m3/m3, the
displayed moisture reading was lower than the actual one because of the
effect of bound water (due to its low dielectric constant). When the
moisture increased to more than 0.35 m3/m3 then the effect of bound water
can be neglected. Moisture.Point provided correct moisture readings up to
0.60 m3/m3.

If you are working in heavy clay with a high moisture range, Moisture.Point
can be used without special calibration. However, if you are working in a
low moisture range, then the theoretical linear relationship between time
delay (express as T/Tair) and volumetric water content must be adjusted
since the linear relationship doesn't account for the bound water effect.

In moderate saline heavy clay situations, something interesting happened.
High Ec causes signal attenuation, resulting in over-estimation of water
content, and which partially and beneficially compensates for the bound
water effect in a low moisture range. However, it leads to an
over-estimation when soil moisture is high. A special calibration may solve
this problem. I would be more than happy to discuss my experiment and the
application of TDR in heavy clay with my colleagues.

Jason Sun Ph.D.

Research Scientist
ESI Environmental Sensors Inc.
100-4243 Glanford Avenue
Victoria, BC, Canada
V8Z 4B9
Tel: 250-479-6588
Fax: 250-479-1412
e-mail: jason@esica.com
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<P><FONT face=Arial size=2><SPAN class=902275321-13042000>Dear Dr. Glenn 
Brown</SPAN></FONT></P>
<P><FONT size=2>I have just finished a test of measuring volumetric water 
content of heavy clay content using TDR (Moisture.Point MP-917). The clay I
used 
is Rideau Clay with no less than 60% of clay content. The electrical 
conductivity (Ec)of the solution (1:5 soil/water ratio) is approximately 
0.10-0.14<SPAN class=902275321-13042000> </SPAN>dS/m. The probe used is ESI's 
"C" type probe, 30 cm<SPAN class=902275321-13042000> </SPAN>in length with 
shorting diode at both ends of the probe. Moisture.Point's patented shorting 
diode technology provides a reliable relationship between time delay and 
volumetric water content. When the soil moisture was below 0.35m3/m3, the 
displayed moisture reading was lower than the actual one because of the effect 
of bound water<SPAN class=902275321-13042000> </SPAN>(due to its low dielectric 
constant). When the moisture increased to more than 0.35 m3/m3 then the effect 
of bound water can be neglected. Moisture.Point provided correct moisture 
readings up to 0.60 m3/m3.</FONT></P>
<P><FONT size=2>If you are working in heavy clay with a high moisture range, 
Moisture.Point can be used without special calibration. However, if you are 
working in a low moisture range, then the theoretical linear relationship 
between time delay<SPAN class=902275321-13042000> </SPAN>(express as 
T/Tair)<SPAN class=902275321-13042000> </SPAN>and volumetric water content must 
be adjusted since the linear relationship doesn't account for the bound water 
effect. </FONT></P>
<P><FONT size=2>In moderate saline heavy clay situations, something interesting 
happened.<SPAN class=902275321-13042000> </SPAN>High Ec causes signal 
attenuation, resulting in over-estimation of water content, and which partially 
and beneficially compensates for the bound water effect in a low moisture
range. 
However, it leads to an over-estimation when<SPAN class=902275321-13042000> 
</SPAN>soil moisture is high. A special calibration may solve this problem. I 
would be more than happy to discuss my experiment and the application of TDR in 
heavy clay with my colleagues.</FONT></P>
<DIV><FONT face=Arial size=2><SPAN class=902275321-13042000>Jason Sun 
Ph.D.</SPAN></FONT></DIV>
<DIV><FONT face=Arial size=2><SPAN 
class=902275321-13042000></SPAN></FONT>&nbsp;</DIV>
<DIV><FONT face=Arial size=2>Research Scientist</FONT></DIV>
<DIV><FONT face=Arial size=2>ESI Environmental Sensors Inc.</FONT></DIV>
<DIV><FONT face=Arial size=2>100-4243 Glanford Avenue</FONT></DIV>
<DIV><FONT face=Arial size=2>Victoria, BC, Canada</FONT></DIV>
<DIV><FONT face=Arial size=2>V8Z 4B9</FONT></DIV>
<DIV><FONT face=Arial size=2>Tel: 250-479-6588</FONT></DIV>
<DIV><FONT face=Arial size=2>Fax: 250-479-1412</FONT></DIV>
<DIV><FONT face=Arial size=2>e-mail: <A 
href="mailto:jason@esica.com">jason@esica.com</A></FONT></DIV></DIV></BODY><
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