不同田间工程措施条件下降水入渗规律的数值模拟

    Numerical Simulation of Rainfall Infiltration Under Different Field Engineering Measures

    • 摘要: 采用数值模拟方法针对北京市主要土壤类型研究了不同工程措施(免耕、深松、免耕覆盖、深松覆盖)条件下的降水入渗问题。在研究过程中,考虑了雨滴打击下地表密实问题,即考虑地表密实的降雨入渗问题。地表密实使土壤入渗能力降低,覆盖可以避免表层土壤密实保持土壤入渗能力。深松可使土壤入渗能力提高,在该实验条件下120min入渗量裸地和覆盖分别可以增加入渗1.79cm和2.28cm;适宜的松土深度裸地为15~20cm,覆盖为30cm。提高降水入渗的田间工程措施为深松覆盖,松土深度30cm。

       

      Abstract: The infiltrations of rainfall in several engineering measures (notillage, tillage, cover and notillage, cover and tillage) were studied by means of numerical simulation and experiment. The formation of surface sealing under the hitting of rainfall and its effect on infiltration were considered. Cover preserves the property of infiltration of soil by avoiding the formation of surface sealing. Tillage makes the rainfall infiltration of soil increasing. The infiltrations of 120 minutes of the soils which were tilled or covered and tilled are 1.79 cm and 2.28 cm more than that of notilled respectively. The suitable tillage depth is 15~20 cm for nocovered soil and that with cover is 30 cm. The suitable field engineering method of increasing rainfall infiltration in field is tillage and cover, and the depth of tillage is 30 cm.

       

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