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values of p F calculated for the respective case are always lower than the assumed error level (equal to 0.001). The analysis of the soil texture significance in the regression (69), represented by clay content was performed in the group of mineral soils. It was found that the soil clay content texture significantly influences the regression equation coefficients (Table 13, case no 2 in the group of mineral soils). The importance of the soil clay content as an element in the regression is almost the same as the soil density. The regression n=f (θ,clay) gave the values of R 2 and S yx the same as for n=f (θ,ρ) regression. Taking into account the regression analysis with all analyzed soil samples it can be found that apart of the primary influence from the soil water content, θ, on the value of the soil refractive index, n, also the soil solid phase modifies in the statistically significant way the relation n(θ) by the soil density, ρ, and ρ s (or the soil porosity, φ). On the basis of the performed multiple regression analysis the following empirical formula were derived: Model I (Table 12, case no 1): Model II (Table 12, case no 2): n = 1 .491+ 7.675θ (70) I n = 0 .289 + 8.504θ + 0. 846ρ (71) II Taking into account the significance of the soil density in the n(θ) relation, the following modification of the equation (68) is proposed: n = a + a ρ ) + ( b + ρ) θ (72) ( 1 2 1 b2 where the offset ( a 1 + a2 ρ) and the slope ( b 1 + b2 ρ) of the n(θ) line are linear function of soil density. The parameters a 1 , a 2 , b 1 and b 2 in the equation (72) were found with the use of the least square method giving the formulae: n = 0 .573 + 0.582ρ + (7.755 + 0.792ρ) θ (73) III referred to as the model III. On the base of (66) and the set of measured data (n, ρ, ρ s , θ), using the least square method for all analyzed data (663 soil samples), the values of the EM 75
efractive index of water, n w = 8.676, and soil solid state, n s = 2.177, were found. Introducing these values into (67), we have: referred to as the model IV. n = 2.177 + 7.676θ −1. 177φ (74) IV A B n n I = 0,923n + 0,289 II = 0,979n + 0,078 8 R 2 8 R 2 = 0,979, S = 0,923, S yx = 0,408 yx = 0,22 6 6 n I 4 n II 4 2 0 1 : 1 line trend line 0 2 4 6 8 n 2 0 1 : 1 line trend line 0 2 4 6 8 n C n III = 0,982 n + 0,068 D n IV = 0,903 n + 0,408 8 R 2 = 0,982, S yx = 0,21 8 R 2 = 0,961, S yx = 0,28 6 6 n III 4 n IV 4 2 0 1 : 1 line trend line 0 2 4 6 8 n 2 0 1 : 1 line trend line 0 2 4 6 8 n Fig. 29. Comparison of model values of the EM refractive index of the soil with the use of A − model I, B − model II, C − model III and D − model IV, with the values measured with TDR device (horizontal axis) The water refractive index, n w , in the temperature 20° C, in the frequency 1 GHz, is 8.95 (CRC [17]). The difference between the table and calculated experimental values of n w suggests that its value decreases for water the soil. The 76
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 38 and 39: where SAND and CLAY are percents of
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 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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