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where SAND and CLAY are percents of sand and clay in the tested soils. The index WP stands for wilting point as Wang and Schmugge [99] correlated the transition water content with the wilting point water content. Fig. 11. Determination of the dielectric constant of soil solid phase using extrapolation and three-phase soil dielectric mixing model α. Further discussion concerning 4-phase models assumes: − If θ > θWP , the soil dielectric constant is represented by the 3-phase models, that is the formula (27) for the α-model, and the formula (30) for the de Loor model at θ bw =0. − If θ ≤ θWP , the soil dielectric constant is represented by the 4-phase models, that is the formula (28) for the α-model, and the formula (30) for θbw the de Loor model, at θ bw = θ and ε bw = ε s + ( 80 , 2 − ε s ) , where ε s is θ the soil solid phase dielectric constant, according to (32) for α = 0,5. 5.2. Results and discussion The relation between the soil dielectric constant, ε, and soil water content, θ, is presented in Fig. 12. It comes that for water content below 0.3 the values calculated from the empirical model (31) are higher than the measured ones. This is particularly evident for samples with high clay content (Table 6, no. 10, 11 and 16), ie for clay content more than 60%. High clay content is positively correlated with the amount of bound water surrounding soil solid particles (Or and Wraith WP 37
[72]). These particles of water have the dielectric constant lower than that of free water. Therefore the model (27) is not adequate for clayey soils. The value of dielectric constant of bound water, ε bw , increases with the distance from the solid particles. Dirksen and Dasberg [27] confirmed this for soils of high specific surfaces. Fig. 12. Relation between the soil relative dielectric constant, ε, and soil volumetric water content, θ, for the investigated mineral soils. The solid line represents the empirical model (31) calculated for the average bulk density of the soil samples 1.42 [gcm -3 ] The comparison of ε values calculated from the 3-phase model (27) and measured by TDR device is presented in Fig. 13. There are two distinct ranges of ε, below and above the transition value of ε TDR ≅ 15, and this distinction generally does not depend on the value of the parameter α. Fig. 13. Comparison of soil relative dielectric constants of the investigated soil samples measured by TDR method (horizontal axis) and calculated from 3-phase model α (27) for different values of α parameter. 38
Page 2 and 3: TDR METHOD FOR THE MEASUREMENT OF W
Page 4 and 5: PREFACE The importance of water for
Page 6 and 7: CONTENTS 1. Status of water as an s
Page 8 and 9: 12.2. New prototype version of FOM/
Page 10 and 11: that stimulate the phenomena and pr
Page 12 and 13: The solution to the problem of elec
Page 14 and 15: 3. ELECTRICAL MEASUREMENTS METHODS
Page 16 and 17: v = c 1 2L = = ( θ ) n ∆t ε (2)
Page 18 and 19: The TDR probe consists of two waveg
Page 20 and 21: ε a =1 and φ=0.5 the Eq. (10) has
Page 22 and 23: The experiment description is given
Page 24 and 25: Results obtained with the discussed
Page 26 and 27: Notice that at C s = 0, ie when dis
Page 28 and 29: water orientation polarization [s],
Page 30 and 31: Fig. 8. Frequency dispersion of the
Page 32 and 33: The measurements were performed in
Page 34 and 35: 5. EVALUATION OF DIELECTRIC MIXING
Page 36 and 37: ε α = ∑V α iε i (29) i where
Page 40 and 41: Below the transition value, the soi
Page 42 and 43: To verify the observations concerni
Page 44 and 45: 6. TEMPERATURE EFFECT ON SOIL DIELE
Page 46 and 47: chamber and the freezer, only one w
Page 48 and 49: The user interface on the main comp
Page 50 and 51: soil sample volumetric water conten
Page 52 and 53: close vicinity of the analyzed obje
Page 54 and 55: process of measurement is non-destr
Page 56 and 57: dielectric permittivity change caus
Page 58 and 59: The values of the refractive index
Page 60 and 61: The relative, ∆n/∆T, and absolu
Page 62 and 63: Fig. 25. The temperature effect on
Page 64 and 65: The temperature effect of TDR soil
Page 66 and 67: The purpose of the above discussion
Page 68 and 69: ( ,25 + T )( 45 + T ) 49 9 f rel =
Page 70 and 71: 8. THE ACCURACY OF SOIL WATER CONTE
Page 72 and 73: gravimetric method and the soil ref
Page 74 and 75: where: a 0 ÷ a 6 are coefficients
Page 76 and 77: values of p F calculated for the re
Page 78 and 79: eason of this is the fact that wate
Page 80 and 81: 9 ∆θ = 0,2 ⋅10 ⋅ ∆t = 0.00
Page 82 and 83: values of θ rel for lower values o
Page 84 and 85: 9. COMPARISON OF OPEN-ENDED COAX AN
Page 86 and 87: ε" = EC ε d " + (82) 2π fε wher
Page 88 and 89:
dielectric permittivity, the dielec
Page 90 and 91:
The applied lumped capacitance mode
Page 92 and 93:
stainless steel wires soldered to t
Page 94 and 95:
ε’ Open Coax and ε b-TDR , exce
Page 96 and 97:
− − The difference of the imagi
Page 98 and 99:
Integrated Circuit) recently introd
Page 100 and 101:
10.2. Electromechanical microwave s
Page 102 and 103:
RF1. Two PIN diodes in series in ea
Page 104 and 105:
The significant aspect of the proto
Page 106 and 107:
visible for lower values of soil el
Page 108 and 109:
In the TDR method the signal propag
Page 110 and 111:
description of functional and techn
Page 112 and 113:
MASTER modules are wireless transce
Page 114 and 115:
time the Real Time Clock module wak
Page 116 and 117:
ase station distinguishes A SLAVE d
Page 118 and 119:
sensor, format the data received fr
Page 120 and 121:
12. SOIL WATER STATUS MONITORING DE
Page 122 and 123:
D-LOG/mpts is a moisture/pressure/t
Page 124 and 125:
For compatibility reasons it uses t
Page 126 and 127:
D-LOG/mts (Fig. 59) is a TDR (Time-
Page 128 and 129:
12.4. FP/m, FP/mts - Field Probe fo
Page 130 and 131:
inside of a separate polyethylene b
Page 132 and 133:
differential water capacity and the
Page 134 and 135:
− maximum number of LP/p probes t
Page 136 and 137:
12.7. LP/t - Laboratory Probe for s
Page 138 and 139:
From the collected data set, after
Page 140 and 141:
25. de Loor G.P.: Dielectric proper
Page 142 and 143:
TDR. Symposium on Time Domain Refle
Page 144 and 145:
100. Whalley W.R.: Considerations o
Page 146 and 147:
Fig. 14. Fig. 15. Fig. 16. Fig. 17.
Page 148 and 149:
Fig. 38. The three-rod TDR probe -
Page 150 and 151:
Fig. 67. A set of LP/ms and LP/p LO
Page 152:
Table 17. An example of the executa
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