欢迎访问《地震》,

地震 ›› 2002, Vol. 22 ›› Issue (4): 30-34.

• • 上一篇    下一篇

苏16井的映震性能分析研究

赵利飞1, 尹京苑1, 冯志生2   

  1. 1.上海市地震局, 上海 200062;
    2.江苏省地震局, 江苏南京 210014
  • 收稿日期:2002-08-19 修回日期:2002-08-26 发布日期:2021-12-21
  • 作者简介:赵利飞(1974-),男,河北行唐人,助理研究员,主要从事地震监测、前兆机理的研究。
  • 基金资助:
    “十五”国家科技攻关资助项目(010402)

Studyon earthquake response ability of Su 16 well

ZHAO Li-fei1, YIN Jing-yuan1, FENG Zhi-sheng2   

  1. 1. Seismological Bureau of Shanghai Municipality, Shanghai 200062, China;
    2. Seismological Bureau of Jiangsu Province, Nanjing 210014, China
  • Received:2002-08-19 Revised:2002-08-26 Published:2021-12-21

摘要: 苏16井一段时间内水位变化曲线出现了较大波动, 正是这段时间内台湾、琉球地区发生了几次较大地震(MS> 7. 0)。文中结合苏16井一年多来的数字观测资料和水文地质资料, 通过数值模拟方法反演苏16井周围应力场在大震前的变化情况, 并就苏16井可能的映震性能进行了分析讨论。

关键词: 水位变化, 数值模拟, 苏16井

Abstract: There has an obvious water level fluctuation for Su-16 well before some strong earthquakes (MS > 7. 0) occurred around Taiwan and Liuqiu area. Basic on the study of digital water level data and geo-hydrological data of Su-16 well, and by using the numerical simulation method to invert the evolution of stress field a round Su-16 well before the strong earthquake, we discussed the earthquake response ability of Su-16 well to these strong earthquakes.

Key words: Water level variation, Numerical simulation, Su-16 well

中图分类号: