首页 | 官方网站   微博 | 高级检索  
     


Test of frequency characteristic for well and its response to seismic waves
Authors:ZHAO-DONG ZHANG  ZHEN-LE CHI  HUI-MIN CHEN  GUO-YU LUAN
Affiliation:1. Seismological Bureau of Shandong Province, Jinan 250014, China
2. Seismological Bureau of Yantai City, Yantai 264000, China
Abstract:Conclusions (1) Like a long-period seismograph, the well aquifer responds to the seismic waves to a certain extent. The response to the surface wave is special big. (2) The response of system of well aquifer to seismic wave mainly depends on the natural period of the well aquifer system and damping coefficient of vibration. The closer the natural period to the vibration period of Rayleigh wave (20 s), the less the damping coefficient, the bigger is its response to seismic wave. (3) The better the permeation of the well aquifer system, the bigger the transmissiblity, and the less the damping coefficient to water vibration, the bigger are its response to seismic wave. (4) Both the permeation coefficient and frequency parameters; natural period and damping coefficient, have been calculated on the basis of vibration theory by means of the oscillation curves. Not only this has given a new method, but also the difference of response of the well level to seismic waves has been explained by it in the theory.
Keywords:well Slug test frequency characteristic permeation characteristic response
本文献已被 CNKI 万方数据 SpringerLink 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-23

京公网安备 11010802026262号