| Literature DB >> 32292656 |
Man Liu1, Guilin Han1.
Abstract
BACKGROUND: Soil erodibility (K factor) and soil aggregate stability are often used to assess soil degradation in an erodible environment. However, their applicability under land-use change is uncertain, especially agricultural abandonment.Entities:
Keywords: Agricultural abandonment; K factor; Karst catchment; Soil aggregate stability; Soil degradation; Soil erodibility; Southwest china
Year: 2020 PMID: 32292656 PMCID: PMC7144589 DOI: 10.7717/peerj.8908
Source DB: PubMed Journal: PeerJ ISSN: 2167-8359 Impact factor: 2.984
Figure 1Location of study area and sampling sites.
Visible characteristics of the soil profiles.
| Sampling site | Elevation (m) | Soil profile thickness (cm) | Visible characteristics |
|---|---|---|---|
| Native vegetation (NV) | |||
| NV1 | 1,420 m | 30 cm | 0∼30 cm: Black-brown, fine grained, loose, abundant plant roots and debris, accumulated on the unweathered rock |
| NV2 | 1,375 m | 90 cm | 0∼50 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 50∼90 cm: Red, clayey, tight, no rootlet | |||
| NV3 | 1,449 m | 50 cm | 0∼30 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 30∼50 cm: Red, clayey, tight, no rootlet | |||
| NV4 | 1,370 m | 50 cm | 0∼50 cm: Black-brown, fine grained, loose, abundant plant roots and debris, accumulated in crevices between unweathered rocks |
| NV5 | 1,410 m | 90 cm | 0∼30 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 30∼90 cm: Gray, clayey, tight, no rootlet | |||
| Abandoned cropland (AL) | |||
| AL1 | 1,340 m | 90 cm | 0∼10 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 10∼90 cm: Red, block, tight, few plant roots | |||
| AL2 | 1,345 m | 90 cm | 0∼10 cm: Brown, fine grained, loose, abundant plant roots and debris |
| 10∼90 cm: Yellow, block, tight, few plant roots | |||
| AL3 | 1,340 m | 70 cm | 0∼70 cm: Black-brown, fine grained, loose, abundant plant roots and debris, accumulated in crevices between unweathered rocks |
| AL4 | 1,361 m | 70 cm | 0∼20 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 20∼70 cm: Red, block, tight, few plant roots | |||
| AL5 | 1,352 m | 70 cm | 0∼30 cm: Black-brown, fine grained, loose, abundant plant roots and debris |
| 30∼70 cm: Red, block, tight, few plant roots | |||
| Cropland (CL) | |||
| CL1 | 1,315 m | 30 cm | 0∼10 cm: Brown, fine grained, loose, few plant roots |
| 10∼30 cm: Yellow, block, tight, no rootlet | |||
| CL2 | 1,319 m | 70 cm | 0∼10 cm: Brown, fine grained, loose, few plant roots |
| 10∼70 cm: Yellow, block, tight, no rootlet | |||
| CL3 | 1,325 m | 50 cm | 0∼50 cm: Brown, fine grained, loose, few plant roots accumulated on the unweathered rock |
| CL4 | 1,320 m | 50 cm | 0∼50 cm: Brown, fine grained, loose, few plant roots accumulated on the unweathered rock |
| CL5 | 1,320 m | 70 cm | 0∼70 cm: Brown, fine grained, loose, few plant roots, accumulated on the unweathered rock |
| CL6 | 1,321 m | 50 cm | 0∼50 cm: Brown, fine grained, loose, few plant roots, accumulated on the unweathered rock |
| CL7 | 1,321 m | 70 cm | 0∼10 cm: Brown, fine grained, loose, few plant roots |
| 10∼70 cm: Red, block, tight, no rootlet | |||
| CL8 | 1,322 m | 30 cm | 0∼10 cm: Brown, fine grained, loose, few plant roots |
| 10∼30 cm: Yellow, block, tight, no rootlet | |||
Effects of land use type, soil depth, and their interactions on soil aggregate stability indexes, soil particle distribution, SOC content, and the K factor.
Two-way ANOVA analysis with LSD test; “ns” means no-significant differences.
| Factor | Variable | Type III sum of squares | df | Mean square | Sig. | |
|---|---|---|---|---|---|---|
| Soil depth | WSMacA | 1035.380 | 5 | 207.076 | 1.324 | 0.265 ns |
| MWD | 0.114 | 5 | 0.023 | 1.271 | 0.287 ns | |
| GMD | 0.225 | 5 | 0.045 | 1.840 | 0.117 ns | |
| AR | 129.819 | 5 | 25.964 | 2.891 | 0.020 | |
| SOC | 65.660 | 5 | 13.132 | 8.048 | 0.000 | |
| Clay | 10.926 | 5 | 2.185 | 0.312 | 0.904 ns | |
| Silt | 15.309 | 5 | 3.062 | 0.410 | 0.840 ns | |
| K factor | 0.000 | 5 | 0.000 | 10.369 | 0.000 | |
| Land use type | WSMacA | 1,894.041 | 2 | 947.021 | 6.056 | 0.004 |
| MWD | 0.202 | 2 | 0.101 | 5.616 | 0.006 | |
| GMD | 0.267 | 2 | 0.134 | 5.468 | 0.006 | |
| AR | 206.646 | 2 | 103.323 | 11.505 | 0.000 | |
| SOC | 2.960 | 2 | 1.480 | 0.907 | 0.409 ns | |
| Clay | 29.077 | 2 | 14.539 | 2.077 | 0.133 ns | |
| Silt | 23.003 | 2 | 11.501 | 1.539 | 0.222 ns | |
| K factor | 0.000 | 2 | 0.000 | 0.358 | 0.700 ns | |
| Soil depth × Land use type | WSMacA | 806.588 | 9 | 89.621 | 0.573 | 0.814 ns |
| MWD | 0.094 | 9 | 0.010 | 0.578 | 0.811 ns | |
| GMD | 0.199 | 9 | 0.022 | 0.904 | 0.527 ns | |
| AR | 80.510 | 9 | 8.946 | 0.996 | 0.452 ns | |
| SOC | 8.795 | 9 | 0.977 | 0.599 | 0.793 ns | |
| Clay | 28.721 | 9 | 3.191 | 0.456 | 0.899 ns | |
| Silt | 27.619 | 9 | 3.069 | 0.411 | 0.925 ns | |
| K factor | 0.000 | 9 | 0.000 | 0.384 | 0.939 ns |
Figure 2Soil aggregate stability indexes of WAMacA (A), MWD (B), GMD (C) and AR (D) in different depths of soil layer at different stages after agricultural abandonment.
Lowercases indicate significant differences of these soil aggregate stability indexes among the different stages after agricultural abandonment at the threshold of P < 0.05 level, based on the least significant difference (LSD) test. WAMacA, water-stable macro-aggregate; MWD, mean weight diameter; GMD, geometric mean diameter; AR, the ratio of macro-aggregate to micro-aggregate; CL, cropland; AL, abandoned cropland; and NV, native vegetation land.
Figure 3Clay content (A), silt content (B), SOC content (C), and the K factor (D) under the three land use types at different soil depths.
Lowercases indicate significant differences of SOC content and the K factor among the different depths at the threshold of P < 0.05 level, based on the least significant difference (LSD) test. Clay and silt content are not significantly different among the different depths, thus the lowercase is not labeled. CL, cropland; AL, abandoned cropland; and NV, native vegetation land.
Principal component analysis of soil aggregate stability indexes, soil particle distribution, SOC content, and K factor.
| Variable | Component | |
|---|---|---|
| PC1 | PC2 | |
| WSMacA | 0.940 | 0.184 |
| MWD | 0.939 | 0.180 |
| GMD | 0.963 | 0.084 |
| AR | 0.846 | 0.158 |
| SOC | 0.724 | 0.098 |
| Clay | −0.551 | 0.828 |
| Silt | 0.510 | −0.852 |
| K factor | −0.737 | −0.358 |
| Eigenvalues | 5.039 | 1.647 |
| Variance (%) | 62.993 | 20.592 |
| Cumulative (%) | 62.993 | 83.584 |
Figure 4Relationships between K factor and silt content (A), clay content (B), and SOC content (C).
Pearson’s correlation analysis between soil aggregate stability indexes and the K factor, silt, clay and SOC contents.
| WSMacA | MWD | GMD | AR | |
|---|---|---|---|---|
| SOC >2% | ||||
| Silt | 0.30 | 0.31 | 0.37 | 0.24 |
| Clay | −0.36 | −0.37 | −0.43 | −0.28 |
| SOC | 0.13 | 0.14 | 0.18 | −0.01 |
| K factor | 0.21 | 0.21 | 0.27 | 0.20 |
| SOC <2% | ||||
| Silt | 0.14 | 0.14 | 0.25 | 0.05 |
| Clay | −0.14 | –0.14 | −0.25 | −0.05 |
| SOC | 0.64 | 0.64 | 0.67 | 0.54 |
| K factor | −0.59 | –0.59 | −0.62 | −0.54 |
Notes.
P < 0.05.
P < 0.01.