首页 | 本学科首页   官方微博 | 高级检索  
     检索      

土壤入渗对阜新市北部浅层地下水总硬度影响的淋滤实验
引用本文:陈建平,吕相伟,邱岩,董军.土壤入渗对阜新市北部浅层地下水总硬度影响的淋滤实验[J].世界地质,2018,37(4):1295-1300.
作者姓名:陈建平  吕相伟  邱岩  董军
作者单位:1. 辽宁工程技术大学矿业学院, 辽宁 阜新 123000;2. 中煤科工集团沈阳设计研究院有限公司, 沈阳 110015
摘    要:本次室内土柱淋滤实验通过改变Na~+、H~+、NH_4~+浓度来模拟现实生活中不同浓度的生活污水、酸雨及农业施肥灌溉对浅层地下水总硬度的影响过程。实验结果表明淋滤液浓度越高,所对应的淋出液的总硬度峰值就越高。相同浓度的Na~+、H~+、NH_4~+进行土柱淋滤实验时,NH_4~+所对应的淋出液总硬度的峰值最大,H~+次之,Na~+最小且NH_4~+所对应的整个实验用时最短,在相同浓度单一离子作用下NH_4~+对浅层地下水硬度的影响更加明显。

关 键 词:浅层地下水  淋滤实验  总硬度
收稿时间:2016-05-17
修稿时间:2018-09-26

Leaching experiments on influence of soil infiltration on total hardness of shallow groundwater in northern Fuxin City
CHEN Jian-ping,LYU Xiang-wei,QIU Yan,DONG Jun.Leaching experiments on influence of soil infiltration on total hardness of shallow groundwater in northern Fuxin City[J].World Geology,2018,37(4):1295-1300.
Authors:CHEN Jian-ping  LYU Xiang-wei  QIU Yan  DONG Jun
Institution:1. Mining College, Liaoning Technical University, Fuxin 123000, Liaoning, China;2. CCTEG Shenyang Engineering Company, Shenyang 110015, China
Abstract:By changing the concentrations of Na+, H+ and NH4+, this indoor soil column leaching experiment simulated the effects of different concentrations of domestic sewage, acid rain, and agricultural fertilization on the total hardness of shallow groundwater in real life. The experimental results showed that the higher the concentration of leaching solution, the higher the total hardness peak of the corresponding leaching solution. When Na+, H+ and NH4+ of the same concentration were used for soil column leaching experiments, the peak of the total hardness of the leaching solution corresponding to NH4+ was the largest, and H+ was the second, Na+ was the smallest and the entire experiment corresponding to NH4+ was the shortest. The effects of NH4+ on the hardness of shallow groundwater are more obvious under the action of a single ion at the same concentration.
Keywords:shallow groundwater  leaching experiment  total hardness
本文献已被 CNKI 等数据库收录!
点击此处可从《世界地质》浏览原始摘要信息
点击此处可从《世界地质》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号