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干旱区地理 ›› 2014, Vol. 37 ›› Issue (4): 713-719.

• 气候与水文 • 上一篇    下一篇

不同入渗水头条件下壤砂土的一维垂直入渗特性

陈永宝1,2,3,胡顺军1,罗毅1,2,田长彦1,尹传华1   

  1. (1    中国科学院新疆生态与地理研究所荒漠与绿洲生态国家重点实验室, 新疆    乌鲁木齐    830011;
    2    中国科学院大学, 北京    100049;    3    湖北煤炭地质125队, 湖北    宜昌    443003)
  • 收稿日期:2013-07-29 修回日期:2013-10-18 出版日期:2014-07-25
  • 通讯作者: 胡顺军(1968-),男,陕西勉县人,研究员,主要从事干旱区生态水文、节水灌溉等方面的研究.Email:xjhushunjun@yahoo.com.cn
  • 作者简介:陈永宝(1987-),男,湖北宜昌人,硕士研究生,主要从事水文与水资源方面的研究. Email:cyb200705356@126.com
  • 基金资助:

    国家重点基础研究发展计划(2013CB429902);国家自然科学基-新疆联合基金面上项目(U1303181)

One-dimensional vertical infiltration characteristics of loamy sand at different infiltration heads

CHEN  Yong-bao1,2,3,HU  Shun-jun1,LUO  Yi1,2,TIAN  Chang-yan1,YIN  Chuan-hua1   

  1. (1   State Key Laboratory of Desert and Oasis, Xinjiang Institute of Ecology and Geography, Chinese Academic of Sciences, Urumqi  830011, Xinjiang, China;   2   University of Chinese Academic of Sciences, Beijing  100049, China;3   Hubei No.125 Coal Geological Team, Yichang  443003, Hubei, China)
  • Received:2013-07-29 Revised:2013-10-18 Online:2014-07-25

摘要: 通过室内垂直入渗试验,分析了入渗水头对新疆喀什市塔什库尔干县壤砂土一维垂直水分入渗特性的影响。结果表明:累计入渗量与时间的关系符合Kostiakov-Lewis模型和Philip模型,其模型参数A值和吸渗率S随入渗水头的增大而增大,呈良好的线性关系,入渗系数与入渗指数随入渗水头增加呈相反的变化趋势;湿润锋推进距离与时间呈幂函数关系,参数m值随着入渗水头增加而增大,参数n在数值上等于第10个单位时间末和第1个单位时间末湿润锋推进距离比值的常用对数;累计入渗量与湿润锋呈线性关系,其斜率等于湿润区平均含水率与初始含水率之差,且随入渗水头的增大而增大。

关键词: 壤砂土, 垂直入渗, 入渗水头, 湿润锋, 累积入渗量

Abstract: Infiltration is the movement of water into the soil profile,which has an important role in field water cycle. The influence of different infiltration head on characteristics of one-dimensional vertical infiltration characteristics of loamy sand has been studied based on vertical infiltration experiments in laboratory. The results showed that the relationship between cumulative infiltration(I)and infiltration time(t)is consistent with Kostiakov-Lewis model[It)=Atα+Bt]and Philip model[It)=St0.5+B′t];The parameter A value increases with the increase of infiltration head (h);There existed fairly good linearity between the parameter A value,soil water sorptivity S and infiltration head(h),the slope of them are equal to 0.007 4 and 0.006 6,respectively;the parameter α value ranged from 0.462 2 to 0.538 9,and its mean value is equal to 0.492 6;the parameter B varied between and 0.020 0 to 0.020 1,parameter B′ changed from 0.018 7 to 0.021 4. The infiltration coefficient(k)and infiltration index(a)presented the opposite trend with the increase in infiltration heads,which is because of soil water press potential and unsaturated hydraulic conductivity. The relationship between wetting front advancing distance(Zf)and infiltration time is a power function(Zf=mtn). The model parameter m value increases with the increase of infiltration heads and the slope of them is equal to 0.006 4;the parameter [n] value is equal to common logarithm of the ratio of wetting front advancing distance at the end of the tenth unit time to that at the end of the first unit time. The relationship between the cumulative infiltration and wetting front advancing distance is good linear(I=βZf),and the slope(β),increases with the increase of infiltration heads,is equal to the difference between mean soil water content(θmean)and initial water content(θi)in humid region;For any two infiltration heads h1 and h2,a relationship was existed about  θmeanh1)-θmeanh2)=βh1)-βh2). This research result is of great theoretical value and practical significances to preventing soil erosion,thwarting desertification and protecting ecological environment.

Key words: loamy sand, vertical infiltration, infiltration head, wetting front, cumulative infiltration

中图分类号: 

  • S152.72