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

河套平原浅层地下水动态监测网优化设计
引用本文:余楚,张翼龙,孟瑞芳,曹文庚.河套平原浅层地下水动态监测网优化设计[J].吉林大学学报(地球科学版),2015(4):1173-1179.
作者姓名:余楚  张翼龙  孟瑞芳  曹文庚
作者单位:中国地质科学院水文地质环境地质研究所,石家庄,050061
基金项目:中国地质调查局地质调查项目
摘    要:河套平原的地下水动态监测网存在监测井空间布局不合理的问题,限制了地下水研究工作的进一步深入。采用水文地质分析法和克里金插值法,并结合实际情况对河套平原的浅层地下水监测网络进行了优化设计。地下水动态影响因素分区图的编制主要考虑了地貌、包气带岩性、浅水位埋深、含水层渗透系数、年均降水量、年均蒸发量以及地下水开采模数7个因子。结果表明,优化设计的监测网共有监测井428眼,优化后Kriging插值误差标准差为2.53~10.99m,比优化前(2.75~27.00m)显著降低,这说明优化设计的监测网精度有很大提高。此外,优化后的监测网不仅能够对河岸带、断裂带、咸淡水交互带、地下水降落漏斗区等关键地段的水位实施监测,还能够满足不同地区对监测井密度的需求,具有一定的参考和实践价值。

关 键 词:地下水监测  优化设计  克里金插值  水文地质分析

Optimization Design of the Shallow Groundwater Dynamic Monitoring Network in Hetao Plain
Abstract:Groundwater dynamic monitoring network in Hetao plain faces the problem of the unreasonable layout of monitoring wells. This limits the further research of the groundwater environment.Through the analysis of the hydrogeology and kriging interpolation,connecting with the actual situation,the shallow groundwater monitoring network in Hetao basin is optimally designed. Geomorphology, lithology, shallow groundwater depth, permeability coefficient, average annual precipitation,average annual evaporation,and groundwater mining modulus are considered to map the groundwater dynamic influence factor zoning.The results show that the optimum monitoring network has 428 wells;and the kriging interpolation error standard deviation of that is 2.53 10.99 m, significantly decreased compared to the former deviation (2.75 27.00 m).It shows that the monitoring precision of the optimized network has made a great progress.In addition,groundwater dynamic monitoring of the key areas such as riparian zone,fault zone,brackish-water interaction zone and drawdown funnel area can be made by the optimum monitoring network.It can also meet the needs of monitoring well density in different areas practically.
Keywords:groundwater monitoring  optimization design  kriging interpolation  hydrogeological analysis
本文献已被 CNKI 万方数据 等数据库收录!
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