The measurement of water in soil on a potential, gravimetric or volumetric basis is considered, with studies concentrating on the measurement of water by dielectric and neutron moderation
methods. The ability of the time-domain reflectometry technique to measure water content
simultaneously at different spatial locations is an important advantage of the technique. The
reported apparent dielectric by the TRASE® time-domain reflectometer and Pyelab timedomain
reflectometry systems is sensitive to change in extension cable length. In some soil,
e.g. a commercial sand, the response to increasing extension length of extension cable is linear.
For other soil a linear response occurs for certain lengths of cable at different moisture
contents. A single model accounting for clay content, extension cable length, time-domain
reflectometry system, probe type and inherent moisture conditions explained 62.2 % of
variation from the control (0 m extension) cable. The extension cable causes a decrease in the
returning electromagnetic-wave energy; leading to a decline in the slope used in automatic
end-point determination. Calibration for each probe installation when the soil is saturated, and
at small water contents is recommended.
The ability of time-domain reflectometry, frequency-domain and neutron moderation
techniques in measuring soil water content in a Brown Chromosol is examined. An in situ
calibration, across a limited range of water contents, for the neutron moderation method is
more sensitive to changing soil water content than the factory supplied "universal" calibration.
Comparison of the EnviroSCAN® frequency-domain system and the NMM count ratio
indicates the frequency-domain technique is more sensitive to change in soil water conditions.
The EnviroSCAN® system is well suited to continuous profile-based measurement of soil
water content. Results with the time-domain reflectometry technique were disappointing,
indicating the limited applicability of time-domain reflectometry in profile based soil water
content measurement in heavy-textured soil, or soil with a large electrical conductivity. The
method of auguring to a known depth and placement of the time-domain reflectometry probe
into undisturbed soil is not recommended.
A time-domain reflectometry system is adapted for in situ measurement of water in an iron ore
stockpile. The laboratory calibration for water content of the processed iron ore compares
favourably to a field calibration. In the field study, the 28 m extension cable used to connect
the probes to the time-domain reflectometry affected the end-point determination of the timedomain
reflectometry system. To account for this, 0.197 should be subtracted from the
reported apparent dielectric before calculation of volumetric moisture content.
| Abstract |
i |
| Acknowledgements |
ii |
| List of symbols |
iii |
| Table of contents |
iv |
| List of figures |
vii |
| List of tables |
xi |
| General introduction |
xiii |
| Aims |
xv |
Chapter one
A review of the literature
|
1.1. MEASURING MOISTURE STATUS OF
POROUS MATERIALS |
1 |
| 1.1.1 Wetness |
2 |
| 1.1.2 Energy - potential |
3 |
| 1.1.3 Volumetric moisture content |
5 |
|
|
| 1.1.4 Relationship of methodologies |
6 |
| 1.1.4.1 Bulk density |
6 |
| 1.1.4.2 Soil moisture characteristic |
7 |
1.2. MEASURING IN SITU MOISTURE CONTENT WITH
NEUTRON MOISTURE MODERATION |
8 |
| 1.2.1 Introduction |
8 |
| 1.2.2 Basis of the NMM technique |
9 |
| 1.2.3 NMM calibration |
10 |
| 1.2.4 Field operation |
11 |
| 1.2.5 Radiation hazard |
12 |
| 1.3. DIELECTRIC PROPERTIES OF SOIL |
13 |
| 1.3.1 Introduction |
13 |
| 1.3.2 The effect of frequency |
14 |
| 1.3.3 Temperature effect on dielectric measurement |
15 |
| 1.4. Time-Domain Reflectometry (TDR) |
17 |
| 1.4.1 Introduction |
17 |
| 1.4.2 Measurement principle of time-domain reflectometry |
18 |
| 1.4.3 Electromagnetic wave reflection - determination of impedance |
19 |
| 1.4.4 TDR probe geometry, design and sensitivity |
20 |
| 1.4.5 TDR calibration |
23 |
| 1.4.6 The refractive index and mixing models |
24 |
| 1.4.7 Bulk density effect on tdr calibration |
27 |
| 1.4.8 Bulk soil electrical conductivity ( ̴̶��̷) effect on ̴��̴�� measurement |
29 |
| 1.4.9 Time measurement errors |
30 |
| 1.4.10 Extension cables |
31 |
| 1.4.11 Field operation |
32 |
| 1.4.12 Current situation with tdr instrument development |
33 |
| 1.4.12.1 Step-pulse tdr systems based on tektronix cable testers |
33 |
| 1.4.12.2 Dedicated step pulse TDR instruments |
35 |
| 1.4.13 TDR summary |
38 |
| 1.5. FREQUENCY-DOMAIN (CAPACITANCE) TECHNIQUE |
39 |
| 1.5.1 Introduction |
39 |
| 1.5.2 FD calibration |
42 |
| 1.5.3 FD precision |
43 |
| 1.5.4 Influence of air-gap on measured dielectric |
44 |
| 1.5.5 Field application of FD technique |
44 |
| 1.5.6 FD summary |
45 |
| 1.6. OTHER DIELECTRIC-BASED DEVICES |
46 |
| 1.7. POTENTIAL |
47 |
| 1.7.1 Introduction |
47 |
| 1.7.2 Thermal |
47 |
| 1.7.3 Tensiometry |
49 |
| 1.7.4 Electrical resistance blocks |
50 |
| 1.7.5 Psychrometers |
51 |
| 1.8 NON-INVASIVE TECHNIQUES |
52 |
| 1.8.1 Microwave reflectance and attenuation |
52 |
| 1.8.2 Near infrared reflectance |
52 |
| 1.8.3 Gamma ray attenuation |
53 |
| 1.8.4 Nuclear magnetic resonance |
53 |
| 1.8.5 Ground penetrating radar |
54 |
| 1.9. SUMMARY |
54 |
Chapter two
Calibration of time-domain reflectometry and effect of
coaxial extension cable on reported apparent dielectric
|
| 2.1 ABSTRACT |
57 |
| 2.2 INTRODUCTION |
58 |
| 2.3 MATERIALS AND METHODS |
60 |
| 2.3.1 Soil |
60 |
| 2.3.2 Equipment |
63 |
| 2.3.2.2 Probes and extension cables |
63 |
| 2.3.2.3 Tension tables |
65 |
| 2.3.3 Measurements and determination of Ka |
67 |
| 2.4 RESULTS AND DISCUSSION |
68 |
| 2.4.1 Comparison of reported ̴��̴�� by TDR instruments to known ̴��̴�� |
68 |
| 2.4.2 Consideration of bulk density and soil dielectric |
69 |
| 2.4.3 Comparison of ̴��̴�� reported by TRASḘ̴��� TDR and Pyelab TDR systems |
71 |
| 2.4.4 TDR system conversion from Ka to ̴��̴�� |
73 |
| 2.4.5 Comparison of reported Ka by TDR instruments |
73 |
| 2.4.6 Calibration of Pyelab and TRASḘ̴��� TDR systems |
74 |
| 2.4.7 Effect of extension cable on reported Ka |
78 |
| 2.4.7.1 Combined data for the RG-58 extension cable |
78 |
| 2.4.7.2 Vertosol as an example |
79 |
| 2.4.7.3 Measurement with RG-8 extension cable in a Vertosol |
90 |
| 2.5 CONCLUSIONS |
93 |
Chapter three
Instrumental characteristics of neutron moderation and
frequency-domain field
sensors |
| 3.1. ABSTRACT |
95 |
3.2. NEUTRON MODERATION COUNT RATE AND
EFFECT ON ERROR DETERMINATION
AND PRECISION |
95 |
| 3.2.1 Introduction |
95 |
| 3.2.2 Methods and materials |
96 |
| 3.2.3 Results and discussion |
97 |
3.3. MEASUREMENT CHARACTERISTICS OF A
DOWN-HOLE FREQUENCY-DOMAIN
SENSOR |
100 |
| 3.3.1 Introduction |
100 |
| 3.3.2 Materials and methods |
101 |
| 3.3.3 Results and discussion |
103 |
| 3.4. CONCLUSIONS |
105 |
Chapter four
Field measurement of ̴��̴�� with neutron moderation and
dielectric techniques
|
| 4.1. ABSTRACT |
107 |
| 4.2. INTRODUCTION |
107 |
| 4.3. MATERIALS AND METHODS |
108 |
| 4.3.1 The site |
108 |
| 4.3.2 Equipment and installation |
109 |
| 4.3.3 In situ calibration of the NMM Probe |
111 |
| 4.4. RESULTS AND DISCUSSION |
113 |
| 4.4.1 Calibration of the NMM probe |
113 |
| 4.4.2 Comparison with the factory supplied '�������universal'�������� calibration |
116 |
| 4.4.3 Measurement of ̴��̴�� during a drying cycle |
117 |
| 4.4.4 Calibration and operational considerations of the IH1 probe |
119 |
| 4.4.5 Continual ̴��̴�� measurement |
122 |
| 4.4.6 Measurement with time-domain reflectometry (TDR) |
123 |
| 4.5. CONCLUSIONS |
126 |
Chapter five
Measuring moisture content of stockpiled iron ore with the
time-domain reflectometry technique
|
| 5.1. ABSTRACT |
127 |
| 5.2. INTRODUCTION |
128 |
| 5.3. LABORATORY CALIBRATION |
129 |
| 5.3.1 Materials and Methods |
129 |
| 5.3.2 Results and Discussion |
132 |
| 5.3.2.1 Calibration of TDR for estimation of iron ore moisture content |
132 |
| 5.3.2.2 Effect of transmission cable on reported '��������Ka |
137 |
| 5.4. FIELD MEASUREMENT AND CALIBRATION |
139 |
| 5.4.1 Materials and Methods |
139 |
| 5.4.1.1 The site |
139 |
| 5.4.1.2 Experimental design |
140 |
| 5.4.2 Results and Discussion |
142 |
| 5.4.2.1 Calibration to ̴��̴�� |
144 |
| 5.4.2.2 Calibration for extension cable length |
145 |
| 5.4.2.3 Determination of in situ bulk density (̴̶����b) |
146 |
| 5.4.2.4 Moisture measurement across stockpile |
147 |
| 5.5. CONCLUSIONS |
152 |
Chapter six
General discussion, conclusions and further work |
|
| 6.1. GENERAL DISCUSSION |
155 |
| 6.2. CONCLUSIONS |
158 |
| 6.3. FUTURE DIRECTIONS |
159 |
| BIBLIOGRAPHY |
161 |
| APPENDICES |
177 |