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赵宽耀, 许强, 刘方洲, 张先林. 黄土中优势通道渗流特征研究[J]. 岩土工程学报, 2020, 42(5): 941-950. DOI: 10.11779/CJGE202005017
引用本文: 赵宽耀, 许强, 刘方洲, 张先林. 黄土中优势通道渗流特征研究[J]. 岩土工程学报, 2020, 42(5): 941-950. DOI: 10.11779/CJGE202005017
ZHAO Kuan-yao, XU Qiang, LIU Fang-zhou, ZHANG Xian-lin. Seepage characteristics of preferential flow in loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 941-950. DOI: 10.11779/CJGE202005017
Citation: ZHAO Kuan-yao, XU Qiang, LIU Fang-zhou, ZHANG Xian-lin. Seepage characteristics of preferential flow in loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 941-950. DOI: 10.11779/CJGE202005017

黄土中优势通道渗流特征研究

Seepage characteristics of preferential flow in loess

  • 摘要: 水对黄土灾害起控制作用,在自然边坡、工程边坡中,水的过量入渗均会对其稳定性造成影响,而优势通道在黄土水入渗中起到重要作用。通过物探手段探测研究区裂隙发育特征,通过自主设计单环渗透仪测量水在隐伏裂隙区的入渗量并结合高密度电法实时监测入渗过程,最后通过数值模拟分析优势流和基质流共同作用下不同灌溉强度下水的入渗特征。主要得出以下结论:①黄土中易被忽视的隐伏裂隙可为渗流提供优势通道。②揭示了高强度灌溉条件下黄土中优势通道中水的渗流过程:水优先入渗至优势通道内,同时在顶部渗流边界进行基质流入渗,水也会沿着优势通道向四周进行基质流扩散,该类基质流扩散以非饱和入渗的形式进行。③数值模拟中基质流和优势流耦合作用下不同灌溉强度下的渗流特征:高灌溉强度短历时条件下,优势流起主导作用,灌溉水可快速入渗至底部导致地下水位抬升,顶部基质流渗流为非饱和入渗;低灌溉强度长历时条件下,基质流起主导作用,基质流以饱和状态入渗,在地表形成一层饱和层,而优势流以非饱和状态入渗。

     

    Abstract: The water infiltration in loess slopes is of great significance for the change of physical and mechanical properties of soil. There are many preferential channels in loess and the study on the preferential flow is crucial for the understanding of water infiltration process in loess. The distribution of fractures especially the microscale fractures is detected by using the electrical resistivity tomography (ERT) and geological radar. Furthermore an in-situ single-ring infiltrometer test is carried out in the hidden fracture areas to monitor the infiltration process. Based on the in-situ test results, a single-permeability model and a dual-permeability model are set up to simulate the infiltration process in the preferential channel. The conclusions can be drawn as follows: (1) The hidden fractures in loess are significant for the preferential flow which is always ignored in the engineering. (2) The in-situ infiltration process in preferential flow channels is revealed: the water infiltrates into the fractures first, then the unsaturated infiltration process begins, and water infiltrates downwards uniformly, at the same time the water in the preferential flow channels spreads into the matrix flow area. (3) The numerical method simulates two types of irrigation conditions: high intensity with a short duration and low intensity with a long duration. For the high intensity case, the preferential flow dominates and it has a positive effect on the infiltration, and the irrigation water infiltrates quickly into the deep soil and induces the increase of groundwater with the top matrix domain unsaturated. For the low intensity case, the matrix flow dominates and it has a saturated infiltration state.

     

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