4.7 Article

Effects of antecedent soil moisture on rill erodibility and critical shear stress

期刊

CATENA
卷 216, 期 -, 页码 -

出版社

ELSEVIER
DOI: 10.1016/j.catena.2022.106356

关键词

Rill erodibility; Critical shear stress; Soil texture; Antecedent soil moisture

资金

  1. National Natural Science Foundation of China [42077061, 41701311, 42007091]
  2. Project of Introducing and Cultivating Young Talent in the Universities of Shandong Province [LUJIAORENZI20199]
  3. Natural Science Foundation of Shandong Province [ZR2021MD045]

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Antecedent soil moisture has different effects on critical shear stress and rill erodibility depending on soil texture. As antecedent soil moisture increases, rill erodibility first increases and then decreases for fine-grained soil, while it exhibits a decreasing pattern for coarse-grained soil. Conversely, critical shear stress decreases first and then increases for fine-grained soil, but decreases after a slight increase for coarse-grained soil.
Antecedent soil moisture is known to exert a complex, perhaps controversial, effect on rill erodibility and critical shear stress. To understand their dynamic nature as a function of antecedent soil moisture, the rill erodibility and critical shear stress for sandy loam and silty loam soil, representing coarse-grained and fine-grained soil, respectively, were measured using a hydraulic flume under six antecedent soil moisture contents, i.e., 3, 6, 9, 12, 15, and 18%. The results show that antecedent soil moisture had a different effect on critical shear stress and rill erodibility for the two different soil textures. As antecedent soil moisture increased, rill erodibility for the finegrained soil first increased and then decreased, whereas for coarse-grained soil, rill erodibility exhibited a decreasing pattern. Conversely, as the antecedent soil moisture increased, the critical shear stress decreased first and then increased for the fine-grained soil, but for coarse-grained soil, the critical shear stress decreased after a slight increase. These different patterns can be interpreted by aggregate slaking, capillary force, soil cementation, and water separation. However, when the patterns of critical shear stress and rill erodibility were neglected, the differences in critical shear stress and rill erodibility between the coarse- and fine-grained soils were not statistically significant (P < 0.05). Therefore, indiscriminate treatments of critical shear stress and rill erodibility for different textural soils under changing antecedent soil moisture regimes may cause errors in soil erosion modeling. The relationship between rill erodibility and critical shear stress for coarse- and fine-grained soils could be fitted by a power and a polynomial function, with R-2 value of 0.94 and 0.78, respectively. Future work should include additional soil textures to study the influence of soil physical characteristics in combination with antecedent soil moisture on soil erosion.

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