| Literature DB >> 32325857 |
Daniel Altdorff1, Kamaleswaran Sadatcharam1, Adrian Unc1, Manokarajah Krishnapillai1, Lakshman Galagedara1.
Abstract
Electromagnetic induction (EMI) technique is an established method to measure the apparent electrical conductivity (ECa) of soil as a proxy for its physicochemical properties. Multi-frequency (MF) and multi-coil (MC) are the two types of commercially available EMI sensors. Although the working principles are similar, their theoretical and effective depth of investigation and their resolution capacity can vary. Given the recent emphasis on non-invasive mapping of soil properties, the selection of the most appropriate instrument is critical to support robust relationships between ECa and the targeted properties. In this study, we compared the performance of MC and MF sensors by their ability to define relationships between ECa (i.e., MF-ECa and MC-ECa) and shallow soil properties. Field experiments were conducted under wet and dry conditions on a silage-corn field in western Newfoundland, Canada. Relationships between temporally stable properties, such as texture and bulk density, and temporally variable properties, such as soil water content (SWC), cation exchange capacity (CEC) and pore water electrical conductivity (ECw) were investigated. Results revealed significant (p < 0.05) positive correlations of ECa to silt content, SWC and CEC for both sensors under dry conditions, higher correlated for MC-ECa. Under wet conditions, correlation of MF-ECa to temporally variable properties decreased, particularly to SWC, while the correlations to sand and silt increased. We concluded that the MF sensor is more sensitive to changes in SWC which influenced its ability to map temporally variable properties. The performance of the MC sensor was less affected by variable weather conditions, providing overall stronger correlations to both, temporally stable or variable soil properties for the tested Podzol and hence the more suitable sensor toward various precision agricultural practices.Entities:
Keywords: comparative study; instrument selection; multi-coil EMI; multi-frequency EMI; noninvasive mapping; podzol; proximal soil sensing
Year: 2020 PMID: 32325857 PMCID: PMC7219657 DOI: 10.3390/s20082330
Source DB: PubMed Journal: Sensors (Basel) ISSN: 1424-8220 Impact factor: 3.576
Figure 1Field layout with sampling locations in the selected silage-corn field (left), location of the Pynn’s Brook Research Station (PBRS) and view on the experimental silage-corn plots during dry conditions.
Soil property measured, instrument and the method used.
| Soil Property | Instrument | Standard Method |
|---|---|---|
| Soil texture | Standard hydrometer (ASTM, USA) | Hydrometer method [ |
| BD (g/cm3) | Core sampler with a sliding hammer | Core method [ |
| SWC (%) | Convection Oven (Thermo Scientific, USA) | Gravimetric with oven drying [ |
| CEC (cmol/kg) | Ion Chromatography- DionexTM ICS-5000+ DC-5 Detector/Chromatography (Thermo Scientific, Waltham, MA,USA) | Sodium Acetate method-EPA 9081 [ |
| pH | HI9813-6 portable pH/EC/TDS/Temperature meter (HANNA instruments, Woonsocket, RI, USA) | 0.01 M CaCl2 method [ |
| ECw (mS/cm) | HI9813-6 portable pH/EC/TDS/Temperature meter (HANNA instruments, Woonsocket, RI, USA) | EC1:2, soil: deionized water [ |
ASTM−American Society for Testing and Materials; EPA−Environmental Protection Agency; EC−electrical conductivity; TDS−total dissolved solids; M−molarity of the solution.
Figure 2Depth sensitivity using geometry (left) and frequency (right) sounding methods of electromagnetic induction (EMI) (modified from Keiswetter and Won [41].
Descriptive statistics of soil properties and EMI‒ECa (mS/m) data for both dry and wet days (n = 16).
| Dry Day | Wet Day | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Variable | Mean | SD | CV | Min | Max | Mean | SD | CV | Min | Max |
|
| ||||||||||
|
| 74.2 | 3.5 | 4.7 | 68.0 | 81.7 | - | - | - | - | - |
|
| 19.8 | 3.1 | 15.3 | 13.7 | 25.4 | - | - | - | - | - |
|
| 6.0 | 0.8 | 13.1 | 4.7 | 7.5 | - | - | - | - | - |
|
| 1.4 | 0.1 | 5.1 | 1.3 | 1.5 | - | - | - | - | - |
|
| 12.3 | 1.6 | 12.9 | 9.3 | 15.5 | 19.7 | 3.0 | 15.0 | 15.1 | 23.8 |
|
| 5.4 | 0.2 | 3.7 | 4.9 | 5.7 | 5.7 | 0.2 | 4.2 | 5.3 | 6.1 |
|
| 11.0 | 2.1 | 19.3 | 8.0 | 14.3 | 12.2 | 1.9 | 15.8 | 9.4 | 15.1 |
|
| 20 | 10 | 41.2 | 10 | 50 | 10 | 0.0 | 26.8 | 10 | 10 |
|
| 1.9 | 0.8 | 39.2 | 0.9 | 3.3 | 3.9 | 0.7 | 18.5 | 2.8 | 5.2 |
|
| 11.4 | 1.1 | 9.2 | 9.5 | 13.5 | 20.3 | 0.7 | 3.7 | 19.1 | 21.8 |
|
| 1.6 | 1.0 | 58.7 | 0.7 | 3.8 | 6.3 | 0.8 | 12.8 | 5.2 | 7.7 |
|
| 7.5 | 0.7 | 9.5 | 6.6 | 8.8 | 16.6 | 0.7 | 4.2 | 15.7 | 17.9 |
|
| 3.4 | 0.3 | 7.5 | 2.9 | 3.9 | 6.2 | 0.8 | 12.8 | 5.3 | 7.7 |
|
| 3.1 | 0.3 | 8.0 | 2.6 | 3.5 | 3.5 | 0.4 | 11.0 | 2.7 | 4.1 |
|
| 4.0 | 0.3 | 6.6 | 3.6 | 4.5 | 4.4 | 0.4 | 9.0 | 3.7 | 5.0 |
|
| 3.6 | 0.3 | 8.9 | 3.1 | 4.1 | 4.2 | 0.4 | 10.2 | 3.5 | 5.1 |
SD‒standard deviation; CV‒coefficient of variation (%); Min‒minimum; Max–maximum, all values were rounded for one decimal.
Pearson’s correlation coefficient (r) summary between soil properties (0–20 cm depth), and temperature corrected ECa data for both wet and dry days (n = 16), abbreviations are explained in Section 2.3.1 under field data collection.
| VCP‒38 kHz | VCP‒49 kHz | HCP‒38 kHz | HCP‒49 kHz | VCP‒C2 | VCP‒C3 | HCP‒C2 | HCP‒C3 | |
|---|---|---|---|---|---|---|---|---|
|
| ||||||||
| Sand (%) | −0.48 | −0.48 | −0.34 | −0.41 |
|
|
| −0.43 |
| Silt (%) |
|
| 0.48 |
|
|
|
|
|
| Clay (%) | −0.26 | −0.20 | −0.38 | −0.33 | 0.45 | 0.20 | 0.18 | −0.24 |
| BD (g/cm3) | −0.40 | −0.150 | −0.17 | −0.40 | −0.16 | −0.33 | −0.34 | −0.46 |
| SWC (%) |
|
|
|
|
|
|
|
|
| pH | −0.17 | −0.33 | −0.06 | −0.16 | 0.10 | 0.02 | −0.22 | −0.20 |
| CEC (cmol/kg) |
|
|
|
|
|
|
|
|
| ECw (mS/cm) | 0.21 | 0.005 | 0.11 | 0.062 | 0.47 | 0.44 |
| 0.38 |
|
| ||||||||
| Sand (%) | −0.38 |
| −0.41 | −0.47 | −0.48 |
|
|
|
| Silt (%) |
|
|
|
|
|
|
|
|
| Clay (%) | −0.31 | −0.07 | −0.35 | −0.29 | −0.29 | 0.24 | 0.11 | −0.06 |
| BD (g/cm3) | −0.43 | −0.28 | −0.33 | −0.37 | −0.37 | −0.28 | −0.34 | −0.39 |
| SWC (%) | 0.47 |
| 0.47 |
|
|
|
|
|
| pH | 0.09 | −0.08 | −0.03 | −0.10 | −0.07 | −0.15 | −0.11 | 0.02 |
| CEC (cmol/kg) | 0.25 | 0.43 | 0.29 | 0.39 | 0.37 |
|
| 0.49 |
| ECw (mS/cm) | 0.37 |
| 0.39 | 0.37 | 0.38 |
|
| 0.46 |
Bold numbers correspond to significant correlations (*** p < 0.001, ** p < 0.01, * p < 0.05) BD‒bulk density; SWC‒soil water content (gravimetric); CEC‒cation exchange capacity; ECw‒pore water electrical conductivity
Coefficient of determination (R2) of the leave-one-out validation as obtained by the linear models between the soil properties (0–20 cm depth), and temperature corrected ECa data for both wet and dry days as displayed in Table 3 (n = 16).
| VCP–38 kHz | VCP–49 kHz | HCP–38 kHz | HCP–49 kHz | VCP–C2 | VCP–C3 | HCP–C2 | HCP–C3 | |
|---|---|---|---|---|---|---|---|---|
|
| ||||||||
| Sand (%) | 0 | 0.044 | 0 | 0 | 0.38 | 0.293 | 0.275 | 0 |
| Silt (%) | 0.153 | 0.195 | 0 | 0.109 | 0.346 | 0.378 | 0.354 | 0.122 |
| Clay (%) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| BD (g/cm3) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| SWC (%) |
| 0.072 | 0.223 | 0.411 | 0.07 | 0.384 | 0.296 | 0.506 |
| pH | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| CEC (cmol/kg) | 0.384 | 0.1 | 0.221 | 0.266 | 0.203 | 0.471 |
|
|
| ECw (mS/cm) | 0 | 0 | 0 | 0 | 0 | 0 | 0.084 | 0 |
|
| ||||||||
| Sand (%) | 0 | 0.138 | 0 | 0 | 0 | 0.363 | 0.171 | 0 |
| Silt (%) | 0.075 | 0.29 | 0.105 | 0.147 | 0.166 | 0.453 | 0.278 | 0.138 |
| Clay (%) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| BD (g/cm3) | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| SWC (%) | 0 | 0.175 | 0.001 | 0.096 | 0.078 |
| 0.473 | 0.204 |
| pH | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| CEC (cmol/kg) | 0 | 0 | 0 | 0 | 0 | 0.327 | 0.228 | 0 |
| ECw (mS/cm) | 0 | 0.08 | 0 | 0 | 0 | 0.192 | 0 | 0 |
Bold numbers correspond to correlations R2 > 0.5