1) leaky confined aquifer
越流承压含水层
1.
Improvement of routine method to define influential radius in leaky confined aquifer;
常规越流承压含水层影响半径计算方法之改进
2) leaky aquifer
越流含水层
1.
A numerical solution for non-Darcian flow toward a well in a leaky aquifer
越流含水层中抽水井附近非达西流动模型的数值解
2.
A mathematical model for groundwater pollution in a leaky aquifer system,which involves the adsorption of semipervious layer,is presented.
提出了一个越流含水层系统考虑弱透水层吸附作用的地下水污染数学模型。
3.
The ground water resource in the leaky aquifer is evaluated by the Galerkin s finite element method on condition that the water table of the above recharge aquifer changes with pumping.
中国利用越流含水层作为城市供水水源地的实例并不多见。
3) confined aquifer
承压含水层
1.
Study on determination of parameters for confined aquifer with Whole Curve-Matching Method;
用全程曲线拟合法确定承压含水层参数的研究
2.
A mathematical water-pumping model of single wells withdrawing water from confined aquifers and its analytical analysis considering soil-particle movements;
考虑土体颗粒运动的承压含水层单井抽水数学模型及其解析分析
3.
Analysis of steady under-groundwater flow in the confined aquifer by finite layer method;
承压含水层地下水稳定流的有限层分析
4) leaky aquifer system
越流含水层系统
1.
A mathematical model for groundwater pollution in a leaky aquifer system, which involves main factors relevant to the leaky aquifer system, is presented.
本文提出了一个越流含水层系统地下水污染的数学模型。
2.
Leaky aquifer systems exist extensively all over our country, but there is not yet a model for groundwater pollution in a leaky aquifer system reported.
越流含水层系统在我国分布十分广泛，但国内有关越流含水层系统的地下水污染模型尚未见报导。
5) Coastal leaky aquifer
滨海越流含水层
6) unconsolidated confined aquifer
松散承压含水层
1.
Mechanism of supports crushing accident and its preventive measures during coal mining near unconsolidated confined aquifer;
邻近松散承压含水层开采工作面压架机理与防治
2.
By using the specially designed simulator for unconsolidated confined aquifer,experiments on the load transfer mechanism of unconsolidated confined aquifer were carried out for the first time both at home and abroad.
利用专门设计的实验模拟装置,首次就松散承压含水层的载荷传递机理进行了实验研究。
补充资料：受压含水层
confining aquifer ，雨水降落地面后，一部份沿地面流至河海一部份渗透入土壤中。其中一小部份附着于土壤颗粒表面成为附着水，其余受重力作用渗入地下达到不透水层。此地下水受水力坡降的作用开始横向流动，土壤空隙充满水无空气存在，称含水层。如果含水层在两不透水层中间则称为受压含水层，其静水压力较大气压力为高。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条