Submitted:
26 July 2023
Posted:
27 July 2023
You are already at the latest version
Abstract
Keywords:
1. Introduction
2. Materials and methods
2.1. Site description
2.2. Soil sampling
2.3. VESS and SubVESS
2.4. Data collection
2.5. Statistical analysis
3. Results
3.1. VESS and SubVESS as influenced by tillage system.
3.2. Soil physico-chemical properties.
3.2. Pearson correlations between soil hysicochemical properties at Tshivhilwi and Dzingahe
3.3. Comparison of soil physico-chemical properties under different tillage systems between Tshivhilwi and Dzingahe.
3.3.1. No-tillage system
3.3.2. Conventional tillage system
3.3.3. Virgin (VG) field
4. Discussion
5. Conclusion
Acknowledgements
References
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| Tillage system | pH(KCl) | pH(W) | EC (mS/cm) |
|---|---|---|---|
| Soil depth (0-30 cm) | |||
| NT | 5.42 (0.53) | 6.67 (0.55) | 0.34 (0.13) |
| CT | 5.10 (0.28) | 6.52 (0.35) | 0.16 (0.05) |
| VG | 5.18 (0.43) | 6.55 (0.50) | 0.24 (0.09) |
| Soil depth (30-60 cm) | |||
| NT | 5.67 (0.55) | 7.07 (0.50) | 0.25 (0.15) |
| CT | 5.45 (0.40) | 6.71 (0.36) | 0.20 (0.12) |
| VG | 5.46 (0.36) | 7.22 (0.42) | 0.32 (0.13) |
| Tillage system | pH(KCl) | pH(W) | EC (mS/cm) |
|---|---|---|---|
| Soil depth (0-30 cm) | |||
| NT | 4.89 (0.08) | 6.23 (0.11) | 0.20 (0.07) |
| CT | 5.10 (0.31) | 6.37 (0.24) | 0.24 0.05) |
| VG | 4.77 (0.31) | 6.18 (0.23) | 0.20 (0.10) |
| Soil depth (30-60 cm) | |||
| NT | 5.06 (0.24) | 6.40 (0.29) | 0.16 (0.09) |
| CT | 5.33 (0.40) | 6.53(0.29) | 0.22 (0.04) |
| VG | 4.64 (0.37) | 6.41(0.36) | 0.20 (0.07) |
| Sq | Ssq | BD1 | BD2 | %P1 | %P2 | %OC1 | %OC2 | %Clay1 | %Clay2 | %Silt1 | %Silt2 | %Sand1 | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Ssq | a | ||||||||||||
| BD1 | 0.131 | a | |||||||||||
| BD2 | 0.403 | a | 0,187 | ||||||||||
| %P1 | -0.086 | a | -0.718** | 0.067 | |||||||||
| %P2 | -0.506 | a | -0.103 | -0.872** | 0.034 | 1 | |||||||
| %OC1 | 0.140 | a | 0.311 | -0.356 | -0.093 | 0.239 | |||||||
| %OC2 | 0.252 | a | -0.238 | -0.256 | 0.291 | 0.183 | 0.524* | ||||||
| %Clay1 | -0.098 | a | -0.123 | -0.429 | -0.065 | 0.506 | -0.237 | 0.035 | |||||
| %Clay2 | -0.371 | a | 0.203 | -0.477 | -0.267 | 0.633* | 0.205 | 0.182 | 0.511 | ||||
| %Silt1 | 0.077 | a | 0.227 | 0.366 | -0.025 | -0.458 | 0.171 | 0.068 | -0.840** | -0.389 | |||
| %Silt2 | 0.394 | a | -0.027 | 0.534* | -0.023 | -0.592* | 0.101 | 0.176 | -0.650** | -0.555* | 0.582* | ||
| %Sand1 | 0.061 | a | -0.125 | 0.224 | 0.160 | -0.222 | 0.174 | -0.169 | -0.542* | -0.341 | 0.000 | 0.298 | |
| %Sand2 | 0.022 | a | -0.199 | 0.000 | 0.320 | -0.118 | -0.329 | -0.378 | 0.076 | -0.563* | -0.144 | -0.375 | 0.084 |
| Sq | Ssq | BD1 | BD2 | %P1 | %P2 | %OC1 | %OC2 | %Clay1 | %Clay2 | %Silt1 | %Silt2 | %Sand1 | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Ssq | 0.622* | ||||||||||||
| BD1 | 0.332 | -0.237 | |||||||||||
| BD2 | 0.397 | -0.025 | 0.594* | ||||||||||
| %P1 | -0.338 | 0.221 | -1.000** | -0.589* | |||||||||
| %P2 | -0.327 | -0.136 | -0.530* | -0.685** | 0.529* | ||||||||
| %OC1 | 0.228 | 0.110 | -0.033 | -0.422 | 0.036 | 0.058 | |||||||
| %OC2 | 0.063 | -0.008 | -0.147 | -0.539* | 0.148 | 0.214 | 0.811** | ||||||
| %Clay1 | 0.121 | 0.017 | -0.017 | 0.053 | 0.017 | -0.066 | -0.185 | -0.392 | |||||
| %Clay2 | 0.230 | 0.004 | 0.058 | -0.103 | -0.056 | -0.104 | 0.241 | -0.083 | 0.758** | ||||
| %Silt1 | -0.298 | -0.136 | -0.031 | -0.431 | 0.024 | 0.305 | 0.567* | 0.514* | -0.340 | -0.176 | |||
| %Silt2 | -0.324 | -0.074 | -0.222 | -0.144 | 0.217 | 0.449 | -0.140 | 0.022 | -0.547* | -0.811** | 0.398 | ||
| %Sand1 | 0.070 | 0.071 | 0.037 | 0.226 | -0.033 | -0.130 | -0.179 | 0.065 | -0.794** | -0.654** | -0.303 | 0.297 | |
| %Sand2 | -0.101 | 0.050 | 0.081 | 0.266 | -0.080 | -0.184 | -0.258 | 0.109 | -0.730** | -0.896** | -0.036 | 0.465 | 0.763** |
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