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1)  infiltration experiment
入渗试验
1.
Characterizing scale-dependent heterogeneity of soil water movement through dying infiltration experiments;
土壤水分运动空间变异性尺度效应的染色示踪入渗试验研究
2.
On the basis of soil infiltration experiments in fields and observation of dynamic evolution of soil noisture through Shiyu Reflected device the laws of soil moisture dynamics change and re-distribution of soil moisture after infiltration stops are analyzed in the infiltration processes of accumulation of water.
以野外土壤入渗试验为依据,利用时域反射仪进行了土壤水分动态变化的观测,并分析了积水入渗过程中土壤水分的动态变化规津及停渗后土壤水分再分布规律。
3.
The infiltration experiment of ground water recharge is carried out,and the influence factors of infiltration is analysed.
根据顺义地区的土壤分布状况,选择典型小区,利用排水沟进行了地下水回补的入渗试验,分析了不同处理对入渗效果的影响。
2)  infiltration test
入渗试验
1.
The results of stormwater infiltration test of soil column with perforated pavement expressing the infiltration intensity and capacity are affected by soil characteristics, soil moisture and water depth on the pavement.
对开孔铺面的土柱入渗试验结论是 :在充分供水条件下 ,下渗强度和下渗量的大小与土壤性质、土壤含水量及淹水深度有关 。
3)  Infiltration measurement
渗入量试验
4)  infiltration test
渗透试验;渗水试验;渗入试验
5)  Double loop infiltration experiment
双环入渗试验
1.
One of them was to carry out the outdoor Double loop infiltration experiment,and another was to make a changeable water head seepage test to get the quantity of seepage.
以沈阳市毓宝台灌区为例,对原状土样采用2种试验方法,一种在现场采用双环入渗试验法,另一种在室内依据《土工试验规程》采用变水头渗透试验法,实测得出灌区的渗透系数,计算得出渠道的渗漏量。
6)  precipitation infiltration experiment
降水入渗试验
1.
Through artificial precipitation infiltration experiments in a soil trough with variable slopes,the variation of soil water potential and groundwater discharge was observed.
利用可变坡土槽人工降水入渗试验,观测土壤水势及地下水出流量变化,建立了饱和与非饱和带土壤水数值计算模型MODFLOW-UZF1的参数率定及模型验证方法。
补充资料:灌溉入渗补给系数


灌溉入渗补给系数
coefficient of irrigation recharge into ground water

guan’gai rushen buji xishu灌溉入渗补给系数(eoeffieient of irriga-tion reeharge into ground water)灌溉水补给地下水的数量指标,是灌溉入渗补给地下水的量与灌溉水量之比。影响因素主要有灌溉定额,土壤含水量、土壤质地、地下水埋深、植被情况和气候条件等。 灌溉水入渗,只有在土壤含水量超过田间持水量时,多余的水才能补给地下水。一般在相同的条件下,灌溉定额小、土壤质地粘重与植被差时,灌溉入渗补给系数小(如果灌溉定额很小,可能无入渗补给);反之则大。田间的地下水埋深大(即非饱和带上壤的厚度较大),故灌溉入渗补给系数小;反之亦然。当引外区的河水或井水时,由灌溉入渗补给系数算得补给地下水量,作为本区的地下水补给量。引河水灌溉,一般灌水定额较大,灌溉入渗补给系数大;引井水灌溉,灌水定额较小,此系数亦小。(金光炎)
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