文章摘要
黄金廷,尹立河,王晓勇,董佳秋,马洪云,张 俊.包气带垂向渗透系数的原位试验研究Journal of Water Resources and Water Engineering[J].,2013,24(5):33-35
包气带垂向渗透系数的原位试验研究
Experiment of original position of vertical hydraulic conductivity at unsaturated zone
Received:June 09, 2013  Revised:June 25, 2013
DOI:10.11705/j.issn.1672-643X.2013.05.007
中文关键词: 包气带  垂向渗透系数  Inverse Auger法  毛乌素沙地
英文关键词: unsaturated zone  vertical hydraulic conductivity  Inverse Auger method  Maowusuo desert
基金项目:国家自然科学基金青年基金项目( 41102160); 国土资源部公益性基金项目(20091104; 201311076); 亚洲基金中荷合作项目(10025990)
Author NameAffiliation
HUANG Jinting Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
YIN Lihe Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
WANG Xiaoyong Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
DONG Jiaqiu Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
MA Hongyun Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
ZHANG Jun Xi'An Center of Geological Survey,CGS, Xi'an 710054,China [KH*3D] 
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中文摘要:
      野外试验测定包气带渗透系数对于研究非饱和带水分运移过程、植物根系吸水特征及产汇流规律具有重要意义。本文采用Inverse Auger 法在毛乌素沙地开展了原位包气带垂向渗透系数测定实验。通过实验数据分析表明:①为获得较可靠的垂向渗透系数,野外实验时,需要重复注水过程,使包气带应尽可能湿润,消除水平吸渗对垂向入渗的影响;②采用Porchet推导的计算公式计算包气带垂向渗透系数时,应对获取的数据进行统计分析,放弃不符合实验物理背景的数据。在上述分析基础上,计算得到实验介质平均垂向渗透系数为2.23cm/h。上述原位实验数据的分析方法和实验结果对相关实验研究具有一定的借鉴意义。
英文摘要:
      The vertical hydraulic conductivity of unsaturated zone plays a very important role in the research of dynamic transport of water, root water uptake character and rule of surface water flow. This paper used inverse auger method to carry out the situ experiment of hydraulic conductivity of unsaturated zone in Maowusuo Desert. Data analyses indicate that:① in order to get vertical seepage conductivity, water should be supplied again so as to make unsaturated zone maintain moisture and diminish the effect of horizontal flow; ② when calculating vertical seepage coefficient by means of Porchet formula, statistics analysis tools can be used to discard err data of not in accordance with physics background. On the context of data analysis as mentioned, the vertical hydraulic conductivity of the experimental soil is 2.23cm/h. The analysis methods and the experimental results have certain significance for related experiment.
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