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川32井动水位同震响应特征及其机理

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为找到导致同一井孔在不同地震中表现出不同同震响应现象的原因,以西昌川 32 井 2009 年 8 月至 2021 年12 月动水位数字化分钟值观测资料为研究对象,分析川 32 井动水位对不同地震的同震响应特征.结果发现:①川 32 井对不同地震表现出不同的同震响应能力;②水震波形态以振荡型为主,少数为阶变、脉冲、复合型;③不同地震同震响应开始时间、同震持续时间也不尽相同;④水位变幅与震级和井震距的关系表明,水震波变幅与震级呈正相关,与井震距的对数呈负相关.研究结果说明在不同地震中,导致同一井孔所呈现出复杂同震响应现象的原因可能为:本地区局部静态应力和动态应力的变化,以及井孔结构、固有频率、水动力条件、地下水类型、水文条件等共同作用.
Characteristics and Mechanism Analysis of Coseismic Response of Dynamic Water Level in Chuan 32 Well
In order to identify the reasons for the different coseismic responses of the same well in different earthquakes,this article takes the digital minute value observation data of the dynamic water level of Chuan 32 Well in Xichang from August 2009 to December 2021 as the research object,and analyzes the coseismic response characteristics of the dynamic water level of Chuan 32 Well to different earthquakes.The results showed that the Chuan 32 well exhibited different coseismic responses to different earthquakes.The type of water shock waves is mainly oscillatory,with a few being step changing,pulse,and composite.The starting time and duration of coseismic response vary among different earthquakes.The relationship between water level and magnitude and well-epitencer indicates that the larger the magnitude,the greater the amplitude of water shock waves,and the larger the epicenter distance,the smaller the amplitude of water shock waves.The results indicate that in different earthquakes,the reason for the complex coseismic response phenomenon of the same well may be the changes in local static and dynamic types and hydrological conditions.

Chuan 32 Welldynamic water levelwater shock wavewell-epitencer distancewellbore structure

马付红、杨志鹏、管勇、陈秀清、蒋川、陈光容、何昶彬、文朗

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西昌地震监测中心站,四川 西昌 615000

四川省地震局,成都 610000

川32井 动水位 水震波 井震距 井孔结构

2024

华北地震科学
河北省地震局

华北地震科学

CSTPCD
影响因子:0.598
ISSN:1003-1375
年,卷(期):2024.42(4)