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The Influencing Factors of Saturated Permeability and Breakthrough Curve Abrupt Change Values in Root-soil Composites from Loess Region
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Hao Zhang1, 2, Chao Ma1, Yuxin Chen1, 3, Lyu Miao1, 4, Yan Zhang1, Xiaoman Zhang1, 5
Journal of Soil and Water Conservation | 2026, 40(4) : 128 - 140
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Journal of Soil and Water Conservation | 2026, 40(4): 128-140
• Basic Research •
The Influencing Factors of Saturated Permeability and Breakthrough Curve Abrupt Change Values in Root-soil Composites from Loess Region
Full
Hao Zhang1, 2, Chao Ma1, Yuxin Chen1, 3, Lyu Miao1, 4, Yan Zhang1, Xiaoman Zhang1, 5
Affiliations
  • 1.School of Soil and Water Conservation,Beijing Forestry University,Beijing 100083,China
  • 2.Sinohydro Foundation Engineering Co. ,Ltd. ,Tianjin 301700,China
  • 3.Institute of Geographic Sciences and Natural Resources Research,University of Chinese Academy of Sciences,Beijing 100101,China
  • 4.Yancheng Water Conservancy Survey Design and Research Institute Co. ,Ltd. ,Yancheng,Jiangsu 224000,China
  • 5.General Technology Group Engineering Design Co. ,Ltd. ,Jinan 250031,China
Published: 2026-08-28 doi: 10.13870/j.cnki.stbcxb.2026.04.010
Outline
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Objective This study aims to investigate the water transport mechanisms in the root-soil composites of typical landslide-prone areas on the Loess Plateau and its influence on slope stability. Methods A systematic analysis was performed on the variation process of the soil water breakthrough curve within the root zone of the region. By measuring soil physical properties, macropore structural parameters, and root parameters indicators, the key influencing factors of saturated hydraulic conductivity (Ksat) were identified in combination with linear correlation analysis. Furthermore, redundancy analysis (RDA) and variance partitioning analysis (VPA) were applied to quantify the contribution of each influencing factor to the change ratio of outflow velocity (CRi), which is a key indicator of the dynamic process. Results 1) Non-capillary porosity (NCP), macropore area ratio (PAR), and root surface area density (RSAD) were the main influencing factors of Ksat, with the coefficient of determination (R²) between PAR and Ksat reaching up to 0.99. 2) Soil gradation and macropore parameters overall had a significant effect on the change ratio of outflow velocity (CR i ) (F=2.67), explaining 78.05% of the constrained variation based on redundancy analysis. 3) Gradation influenced the variation mechanisms of water flow paths by regulating macropore structure, explaining 34.8% of the variation based on variance partitioning analysis. Conclusion The saturated hydraulic conductivity (Ksat) of root-soil composites on the Loess Plateau is jointly influenced by basic soil physical properties, macropore parameters, and root parameters. It is primarily dominated by non-capillary porosity and macropores ranging from 0.8 mm to 4.0 mm, and is negatively correlated with soil bulk density. Roots improve permeability by promoting pore development. Furthermore, the influence of particle size distribution on saturated hydraulic conductivity (Ksat) exhibits significant variations among soils under different vegetation types. Regarding the change ratio of outflow velocity, the proportions of sand, silt, and clay are the most dominant influencing factors. This study provides a theoretical basis for further understanding the water transport mechanisms in root-soil composites of loess regions and for evaluating slope stability.

loess region  /  saturated hydraulic conductivity  /  change ratio of outflow velocity  /  redundancy analysis  /  variance partitioning analysis
张昊, 马超, 陈雨欣, 苗绿, 张岩, 张晓曼. 黄土区根土复合体饱和渗透性及穿透曲线突变值的影响因素. 水土保持学报, 2026 , 40 (4) : 128 -140 . DOI: 10.13870/j.cnki.stbcxb.2026.04.010
Hao Zhang, Chao Ma, Yuxin Chen, Lyu Miao, Yan Zhang, Xiaoman Zhang. The Influencing Factors of Saturated Permeability and Breakthrough Curve Abrupt Change Values in Root-soil Composites from Loess Region[J]. Journal of Soil and Water Conservation, 2026 , 40 (4) : 128 -140 . DOI: 10.13870/j.cnki.stbcxb.2026.04.010
Year 2026 volume 40 Issue 4
193
87
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Article Info
doi: 10.13870/j.cnki.stbcxb.2026.04.010
  • Receive Date:2025-12-16
  • Online Date:2026-09-30
  • Published:2026-08-28
Article Data
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History
  • Received:2025-12-16
  • Revised:2026-02-18
  • Accepted:2026-03-15
Funding
Affiliations
    1.School of Soil and Water Conservation,Beijing Forestry University,Beijing 100083,China
    2.Sinohydro Foundation Engineering Co. ,Ltd. ,Tianjin 301700,China
    3.Institute of Geographic Sciences and Natural Resources Research,University of Chinese Academy of Sciences,Beijing 100101,China
    4.Yancheng Water Conservancy Survey Design and Research Institute Co. ,Ltd. ,Yancheng,Jiangsu 224000,China
    5.General Technology Group Engineering Design Co. ,Ltd. ,Jinan 250031,China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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