Research Article
Performance Evaluation of Volumetric Water Content and Relative Permittivity Models
Table 1
Summary of all equations of
relationship.
| Equations |
Source | Experimental method |
Soil type | Properties of soil | Porosity (cm3cm−3) | Bulk density (g cm−3) | Particle density (g cm−3) |
| Model with one parameter | (1a) | | |
(i) Mineral soil (ii) Organic soil (iii) Vermiculite (iv) Glass beads |
— |
(i) 1.04–1.44 (ii) 0.422 (iii) 1.08 (iv) 1.49–1.61 |
— | (1b) |
Topp et al. [22] | ε: using TDR Tektronik Model 7S12 to perform 18 experiments with different treatments θ: using gravimetric technique | (1c) |
Organic soil |
— |
0.422 |
— | (1d) | | | 450 μm glass beads | — | 1.60–1.61 | — | (2a) |
Roth et al. [21] | ε: TDR miniprobe 250 ps rise time needle pulse θ: gravimetric technique | 9 Mineral soils | 0.418–0.482 | 1.26–1.55 | 2.28–2.67 | (2b) | 7 Organic soils | 0.527–0.785 | 0.2–0.77 | 0.70–1.63 | (3) |
Ferré et al. [25] |
Using model of inverse averaging for TDR method by analysing the mixing model | — | — | — | — | (4) | Schaap et al. [29] | ε: TDR Tektronix 1502B θ: gravimetric technique | 25 samples of forest floors | — | 0.086–0.263 | 1.3 | (5) | Curtis [18] | Coaxial Transmission/reflection apparatus controlled by a Hewlett-Packard 8510C Vector Network Analyzer system 45 MHz to 26.5 GHz | — | — | — | — | (6) | Wu et al. [20] | ε: based on capacitance measurement θ: gravimetric technique | Quartz sand | — | — | — |
| Model with two parameters | (7a) |
Wang and Schmugge [30] | Modelling using data from other studies [34–36] | 22 different samples |
0.4–0.6 |
1.1–1.7 |
2.6–2.75 | (7b) | (8a) |
Roth et al. [21] | TDR | From 11 different field sites | | | | (8b) | (9) |
Malicki et al. [23] | TDR CAMI | 62 kinds of soil samples | 0.33–0.95 | 0.13–1.66 | 1.06–2.7 | (10) | Gardner et al. [19] | Capacitance probe 80–150 MHz |
(i) Brown earths (ii) Silica materials | — | (i) 1.08–1.49 (ii) 1.24–1.63 | — | (11) | Robinson et al. [14] | TDR Tektronix 1502B | Coarse grained, quartz grain, sandy soil | — | — | — |
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