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地下水超采区承压井水位变化机理探讨
引用本文:张素欣,刘耀炜,盛艳蕊.地下水超采区承压井水位变化机理探讨[J].地震研究,2009,32(4).
作者姓名:张素欣  刘耀炜  盛艳蕊
作者单位:1. 河北省地震局,石家庄,050021
2. 中国地震局地壳应力研究所,北京,100085
基金项目:国家科技支撑计划项目(2006BAC01B02)资助
摘    要:通过研究河北平原区地下水超采区第四系第三承压含水层水位的变化机理,依据上覆地层的荷载效应、非稳定流抽水中弱透水层的释水和越流过程,阐明地下水超采区内地下水位大幅下降的内在规律,为科学合理地提取地震前兆信息提供科学依据。

关 键 词:地下水超采区  水位动态  机理分析  

Mechanism Analysis on Water Level of Confined Well in Groundwater Overdrafting Area
ZHANG Su-xing,LIU Yao-wei,SHENG Yan-rui.Mechanism Analysis on Water Level of Confined Well in Groundwater Overdrafting Area[J].Journal of Seismological Research,2009,32(4).
Authors:ZHANG Su-xing  LIU Yao-wei  SHENG Yan-rui
Institution:1.Seismological Bureau of Hebei Province;Shijiazhuang 050021;Hebei;China;2.Institute of Crustal Dynamics;CEA;Beijing 100085;China
Abstract:This paper analyzes the change mechanism of water level in the quaternary system the third confined water-bearing stratum in groundwater overdraft area of Hebei plain.Based on the load effect of overlying strata and the release and over-flow process of pumping in the soft-filter stratum of non-steady flow,it illustrates internal regularity for underground water level dropping large scale in groundwater overdraft area,which provides scientific reference for identifying earthquake anomalies.
Keywords:Groundwater overdraft area  water level dynamics  mechanism analysis  
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