不同粘粒含量土壤水分入渗能力模拟试验研究

为研究土壤粘粒含量对土壤入渗能力的影响,通过向自然土壤中添加沙粒、人工粘土的方法配制不同粘粒含量土壤,用土柱积水入渗模拟了人工配制土壤中粘粒含量对其入渗能力的影响。结果表明:(1)土壤粘粒含量对土壤入渗能力有较大影响,随粘粒含量增多,入渗能力递减:<0.001 mm粘粒含量从6%增加至40.4%时,稳定入渗速率从0.0169 cm/min降低至0.0068 cm/min,90 min累积入渗量则从3.66 cm降低至2.02 cm;(2)稳定入渗速率9、0 min累积入渗量与粘粒及物理性粘粒含量分别呈幂函数负相关、指数负相关关系,但与粘粒含量相关性更为显著;(3)通过对Green-Ampt模型、Philip模型及Kostiakov模型的参数拟合及累积入渗量计算,发现在本试验中Kostiakov模型拟合精度最高,Philip模型次之,Green-Ampt模型较差,说明Kostiakov模型对于均质土体是个比较实用的入渗模型。

In order to investigate the influence of soil clay particle content on soil infiltration capacity,the researchers compounded some kinds of soils by adding sand and clay to natural soil,and then simulated the influence of artificial soil clay particle content on soil infiltration capacity by water accumulated column infiltration.The results showed that:(1) clay particle content has a great effect on soil infiltration capacity,the more clay contained,the weaker infiltration capacity.The stable infiltration ra...