南方典型第四纪红黏土物理结皮发育过程和结构特征
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1.山西农业大学城乡建设学院;2.中国科学院南京土壤研究所;3.桂林理工大学环境科学与工程学院、中国科学院南京土壤研究所;4.江苏省水文水资源调查局

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中国科学院战略重点研究项目(XDA0440202)、江苏省自然科学基金项目(BK20220163)、江西省自然科学(20224BAB203031)、中国科学院青年创新促进会项目(2023327)


Development process and structure characteristics of physical crust of typical Quaternary red clay in southern region
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1.College of Urban and Rural Construction, Shanxi Agricultural University;2.State Key Laboratory of Soil and Sustainable Agriculture, Institute of Soil Science, Chinese Academy of Sciences, Nanjing

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the Strategic Priority Research Program of the Chinese Academy of Sciences (XDA0440202), Natural Science Foundation of Jiangsu Province, China (BK20220163), the Jiangxi Province Natural Science Foundation (20224BAB203031) and the Youth Innovation Promotion Association of the Chinese Academy of Sciences (2023327)

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    摘要:

    [目的]客观量化土壤物理结皮厚度,明确红黏土物理结皮的发育过程和孔隙结构特征。[方法]通过开展人工模拟降雨试验获取不同降雨历时下的土壤物理结皮样品,基于CT扫描和土壤孔隙度阈值方法量化结皮厚度,并将其作为物理结皮发育特征的分析指标,揭示红黏土物理结皮的发育过程。通过提取结皮土样的二维和三维孔隙指标,探究不同发育程度结皮土样的结构特征。[结果](1)红黏土物理结皮发育具有不同的阶段,可总结为初期颗粒溅散填充土壤孔隙阶段、中期雨滴压实土体阶段、后期稳定阶段和末期侵蚀阶段。在降雨1、10、30、60、90、120 min时,红黏土物理结皮厚度均值分别为7.75、8.07、10.83、11.53、11.49、6.35 mm,除最后1个数值外,表现出先增大后稳定的趋势,发育过程(1~90 min)可用一元三次方程y=10.17-4.69x+2.49x2-0.30x3拟合(R2=0.882 3);(2)不同发育阶段,红黏土物理结皮表现出不同的二维和三维结构特征。在中期发展阶段,二维指标总体上表现为孔隙数量、孔隙度、当量孔径逐步降低,成圆率逐渐增大的趋势。三维指标呈现出分形维数先增大后稳定、孔隙表面积和连通密度先增大后减小的趋势;各指标在不同的结皮发育阶段均具有不同程度的显著差异。(3)“CT扫描+孔隙阈值”的方法能够客观量化物理结皮厚度,依据结皮厚度和孔隙结构的变化特征明确物理结皮的发育过程。[结论] 研究结果为土壤板结严重区水文过程研究和侵蚀模型精确模拟提供基础和依据。

    Abstract:

    [Objective] Objectively quantify the physical crust development process and explict the development process and structure characteristics of physical crust of Quaternary red clay (QRC). [Methods] The study utilized an artificial rainfall simulation experiment to obtain soil crust samples under different rainfall duration. CT scanning and the threshold of soil porosity were employed to quantify the thickness of crust, which served as an indicator of the process of physical crust information and reveal the development process of QRC. Additionally, we examined the structural properties of soil samples with varying degrees of crust development by extracting two-dimensional (2D) and three-dimensional (3D) pore indicators from the soil crust samples. [Results] (1) The formation of QRC’s physical crust can be divided into separate phases. These stages can be summarized as follows: the initial stage involves particles spreading out to occupy the empty spaces in the soil; the second stage involves droplets coming together and becoming more compact; the third stage is when the soil becomes stable; and the fourth stage is when erosion takes place. The average thickness of the physical crusts in the QRC increased with time during rainfall, with values of 7.75, 8.07, 10.83, 11.53, 11.49, and 6.35 mm at 1, 10, 30, 60, 90, and 120 minutes, respectively. Except for the final result, the developing process (1-90 min) can be represented by the one-dimensional cubie equation y=10.17-4.69x+2.49x2-0.30x3 fitted (R2=0.8823). (2) The QRC physical crusts exhibited distinct 2D and 3D structural features at various phases of development. In the mid-development stage, the 2D indicators often show a steady decrease in pore number, porosity and equivalent of diameter, along with a gradual increase in circularity. The 3D indicators exhibited a pattern of the fractal dimension initially expanding and the stabilizing. In contrast, the pore surface area and connectivity of density showed an initial increase followed by a decrease. Each measure exhibits varying degrees of substantial disparities during different phases of crustal evolution. (3) "X-ray computed tomography and porosity threshold" can objectively quantify the thickness of physical crust, and indicate the development process of physical crust according to the change of crust thickness and pore structure characteristics. [Conclusion] The results provide a basis for investigating hydrological phenomena and precisely modeling erosion in regions afflicted by significant soil compaction.

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  • 收稿日期:2024-12-23
  • 最后修改日期:2025-02-20
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  • 在线发布日期: 2025-07-07
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