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1)  water-filled aquifers
充水含水层
1.
Groundwater dynamics of water-filled aquifers in Feicheng colliery;
肥城矿区充水含水层地下水动态研究
2)  lower coal group aquifer
下组煤充水含水层
3)  seam inundation
充水岩层
4)  saline aquifer
咸水含水层
1.
The enormous saline aquifers deeply buried in the sedimentary basins are saturated with high concentration dissolved solids,which make groundwater unsuitable to any large-scale exploitation.
沉积盆地地下深部存在体积巨大的咸水含水层,咸水不宜开发利用,可用来储存大量的CO2。
5)  unconfined aquifer
潜水含水层
1.
Vulnerability assessment for unconfined aquifer in Guanzhong basin;
关中盆地潜水含水层脆弱性评价
2.
Calculation of typical unconfined aquifer seepage to a shallow lake with gentle slope bottom;
典型潜水含水层通过缓坡湖底的渗流量计算
3.
According to the framework of ModIME and experience in practice,problems existing in simulating unconfined aquifer are pointed out herein to avoid simulation deviation caused by the software itself.
根据ModIME的结构和实际使用经验 ,指出该软件在模拟潜水含水层时存在的问题 ,从而避免因软件本身产生不必要的模拟结果偏差。
6)  phreatic aquifer
潜水含水层
1.
Base on the related formulas of JGJ 120?99 technical specification,with steady flow theory,tube wells are designed for dewatering in a foundation pit locate in phreatic aquifer close to river.
对位于潜水含水层中的近河基坑工程,运用行标JGJ 120—99规程中的有关公式,根据稳定流理论,采用管井井点进行降水设计。
2.
Based on analyzing the discharge of the partially penetrated wells in phreatic aquifer,introducing the conception of "the effective zone"of pumping,probing into the feasibility and comparative error by translating the calculation of the discharge of the partially penetrated wells into the calculation of the discharge of the equivalent completely penetrated wells.
通过对潜水含水层中的非完整井基坑涌水量计算方法的分析 ,探讨引入抽水“有效带”的概念 ,将非完整井群涌水量计算转化为等效完整井群涌水量计算方法的可行性及由此产生的相对误差大小。
补充资料:含水层
      见地下水。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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