JOURNAL OF NANJING FORESTRY UNIVERSITY ›› 2023, Vol. 47 ›› Issue (6): 77-84.doi: 10.12302/j.issn.1000-2006.202204052
Special Issue: 山水林田湖草一体化保护和生态修复——土壤侵蚀修复研究
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ZHANG Xiang1(), DING Mingming2, LIN Jie1,*(), LI Zhuoyuan1, CUI Linlin1, GUO Geng1, YANG Hao1
Received:
2022-04-21
Revised:
2022-06-17
Online:
2023-11-30
Published:
2023-11-23
CLC Number:
ZHANG Xiang, DING Mingming, LIN Jie, LI Zhuoyuan, CUI Linlin, GUO Geng, YANG Hao. Spatial differentiation of soil properties in hilly red soil region under water erosion[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY, 2023, 47(6): 77-84.
Table 1
Basic information of sample site"
取样地点(代号) sampling site (code) | 海拔/m altitude | 平均坡度/ (°) mean slope | 枯落物 厚度/cm litter thickness | 植被 覆盖度/% forest and grass coverage | 137Cs含量/ (Bq·m-2) 137Cs content | 土壤侵蚀模数/ (t·km-2·a-1) soil erosion modulu | 区划 sectional division |
---|---|---|---|---|---|---|---|
坡上upper slope(US) | 132.61 | 3.75 | 2.4 | 30.79 | 4 288.21 | -3 440.15 | 沉积区 |
坡中middle slope(MS) | 107.47 | 30.96 | 1.4 | 26.96 | 824.57 | 2 591.18 | 侵蚀区 |
坡下down slope(DS) | 78.52 | 12.78 | 1.8 | 25.53 | 1 149.66 | 887.52 | 侵蚀区 |
坡脚toe slope(TS) | 65.09 | 28.28 | 2.1 | 16.72 | 845.02 | 3 166.87 | 侵蚀区 |
Table 2
Changes of soil physical properties before and after erosion at different slope positions"
取样地点 sampling site | 组别 group | 容重/ (g·cm-3) BD | c(砂粒)/% | c(粉粒)/% | c(黏粒)/% | 饱和持水量/% WHC | 毛管孔隙度/% CAP |
---|---|---|---|---|---|---|---|
坡上 US | 侵蚀前 | 1.26±0.10 a | 12.98±0.70 a | 77.56±0.33 a | 9.46±1.03 a | 36.26±1.00 a | 34.89±1.07 a |
侵蚀后 | 1.27±0.07 a | 35.58±0.32 b | 63.30±0.36 b | 1.12±0.11 b | 19.48±0.51 b | 31.92±0.59b | |
坡中 MS | 侵蚀前 | 0.97±0.09 a | 13.29±1.55 a | 80.20±0.86 a | 6.51±0.69 a | 39.29±1.14 a | 36.56±0.65 a |
侵蚀后 | 0.99±0.06 a | 51.17±0.38 b | 46.86±0.33 b | 1.97±0.06 b | 24.96±2.09 b | 29.17±1.76 b | |
坡下 DS | 侵蚀前 | 1.41±0.02 a | 14.58±7.47 a | 77.41±5.99 a | 8.01±1.49 a | 32.81±0.11 a | 37.5±0.64 a |
侵蚀后 | 1.43±0.11 a | 53.04±0.97 b | 44.79±1.03 b | 2.14±0.03 b | 23.46±2.08 b | 34.21±0.70 b | |
坡脚 TS | 侵蚀前 | 0.91±0.02 a | 3.98±0.04 a | 91.51±0.51 a | 4.51±0.47 a | 71.09±4.96 a | 57.37±2.48 a |
侵蚀后 | 1.07±0.06 b | 51.37±0.70 b | 46.75±0.70 b | 1.88±0.05 b | 40.56±2.05 b | 43.48±1.41 b |
Table 3
Stability indexes of soil aggregates before and after erosion at different slope positions"
取样地点 sampling site | R0.25/% | 平均质量直径/mm MWD | 几何平均直径/mm GMD | ||||
---|---|---|---|---|---|---|---|
CK | T | CK | T | CK | T | ||
坡上US | 86.34±0.51 a | 81.93±0.73 b | 1.57±0.01 a | 1.42±0.01 b | 0.62±0.01 a | 0.56±0.01 b | |
坡中MS | 67.47±5.61 a | 61.36±1.23 a | 1.13±0.12 a | 0.97±0.01 a | 0.34±0.08 a | 0.31±0.01 a | |
坡下DS | 80.55±4.80 a | 62.42±1.14 b | 1.45±0.11 a | 0.97±0.01 b | 0.53±0.08 a | 0.29±0.01 b | |
坡脚TS | 64.23±2.30 a | 63.84±0.85 a | 1.09±0.01 a | 1.11±0.01 a | 0.32±0.02 a | 0.32±0.01 a |
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