首页> 外文期刊>地震学报(英文版) >Calculating Skempton constant of aquifer from volume strain and water level response to seismic waves at Changping seismic station
【24h】

Calculating Skempton constant of aquifer from volume strain and water level response to seismic waves at Changping seismic station

机译:从昌平地震台的体应变和水位对地震波的响应计算含水层Skempton常数。

获取原文
获取原文并翻译 | 示例
       

摘要

Based on linear poroelastic theory of ideal poroelastic media, we apply the mathematic expression between pore pressure and volume strain for well-aquifer system to analyzing the observed data of water level and volume strain changes aroused by Sumatra Ms8.7 (determined by China Seismic Networks Center) seismic waves at Changping, Beijing, station on December 26, 2004 from both time and frequency domain. The response coefficients of water level fluctuation to volume strain are also calculated when seismic waves were passing through confined aquifer. A method for estimating Skempton constant B is put forward, which provide an approach for understanding of the characteristics of aquifer.
机译:基于理想孔隙弹性介质的线性孔隙弹性理论,我们利用井水系统的孔隙压力与体积应变之间的数学表达式来分析苏门答腊Ms8.7引起的水位和体积应变变化的观测数据(由中国地震台网确定)中心)2004年12月26日在北京昌平站的地震波的时域和频域。当地震波通过承压含水层时,还计算了水位波动对体积应变的响应系数。提出了估计Skempton常数B的方法,为了解含水层特征提供了一种途径。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号