首页|裂隙黄土积水入渗特性实验研究(一)单裂隙入渗特性的实验研究

裂隙黄土积水入渗特性实验研究(一)单裂隙入渗特性的实验研究

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根据黄土存在裂隙(缝)的实际情况,在室内对有限边界条件下单裂隙黄土积水入渗杼}生进行了模拟实验。研究表日月,黄土裂隙的存在,增大了土壤积水人渗能力,在土壤垂直与水平水力势梯度的共同作用下,由裂隙所增加的入渗量,集中表现在入渗初期,并直接与裂隙深度有关。文中提出了单位裂隙长度入渗增量比的概念,得出了裂隙入渗增量比在整个积水入渗过程中具有急剧上升、缓降与基本平稳三个阶段。在此基础上,采用回归分析方法,建立了有限边界条件下单裂隙的积水入渗模型,经实验资料验证效果良好。
The Experimental Studies on Ponding Infiltration Character of Fracture Loess ( I )The Experimental Studies on Ponding Infiltration Character of Single Fracture Loess
According to the fracture features of the loess, the ponding infiltration character of single fracture loess, in this paper, was simulated with the limited boundary in Lab. The results showed that the ponding infiltration capacity was increased for loess fracture. The increased infiltration capacity, under the interaction of horizontal and vertical hydraulic gradient, was concentrated expression in the early infiltration stage and had directly relationship with the depths of fracture. Based on this research, the concept of incremental ratio per unit fracture length was put forward. Then, a law was obtained that the incremental ratio on fracture loess infiltration have character of sharply rising, slowly falling and basically stabling in this process. On the basis, a ponding infiltration model of single fissure loess with the limited boundary was built by regression analysis and the results indicated that the model was ideal.

LoessFractureInfihrationWetting frontIncremental ratio

张建丰、王文焰

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西安理工大学西北水资源与环境生态教育部重点实验室,陕西西安710048

黄土 裂隙 入渗 湿润锋 增量比

国家自然科学基金

50779055

2012

土壤通报
中国土壤学会

土壤通报

CSTPCDCSCD北大核心
影响因子:0.818
ISSN:0564-3945
年,卷(期):2012.43(5)
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