[1]刘燕翔,庄丁源,郭建芳,等.怀4井同震响应特征及映震能力分析[J].华南地震,2026,46(02):36-44.[doi:10.13512/j.hndz.2026.02.05]
 LIU Yanxiang,ZHUANG Dingyuna,GUO Jianfang,et al.Study on the Co-Seismic Response Characteristics of Huai-4 Well in Hebei[J].,2026,46(02):36-44.[doi:10.13512/j.hndz.2026.02.05]
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怀4井同震响应特征及映震能力分析()

华南地震[ISSN:1006-6977/CN:61-1281/TN]

卷:
46
期数:
2026年02期
页码:
36-44
栏目:
地震科学研究
出版日期:
2026-03-20

文章信息/Info

Title:
Study on the Co-Seismic Response Characteristics of Huai-4 Well in Hebei
文章编号:
1001-8662(2026)02-0036-09
作者:
刘燕翔12庄丁源3郭建芳12张 帆4王 妍12李 金12
1.河北红山巨厚沉积与地震灾害国家野外科学观测研究站,河北 邢台 054000;2.唐山地震监测中心站,河北唐山 063000;3.河北省地质矿产勘查开发局国土资源勘查中心(河北省矿山和地质灾害应急救援中心),石家庄 050000;4.张家口地震监测中心站,河北 张家口 075000
Author(s):
LIU Yanxiang12ZHUANG Dingyuna3GUO Jianfang12ZHANG Fan4WANG Yan12LI Jin12
1.National Field Scientific Observation and Research Station of Red Mountain Thick Sediment and Seismic Disaster, Xingtai 054000, China;2.Tangshan Seismic Monitoring Center Station , Tangshan 063000, China;3.Land and Resources Exploration Center of Hebei Bureau of Geology and Mineral Exploration and Development (Hebei Mine and Geological Disaster Emergency Rescue Center ), Shijiazhuang 050000, China;4.Zhangjiakou Earthquake Monitoring Center Station , Zhangjiakou 075000, China
关键词:
怀4井响应特征地震能力密度映震
Keywords:
Huai-4 WellResponse characteristicsSeismic energy densityEarthquake-related anomaly
分类号:
P315.72
DOI:
10.13512/j.hndz.2026.02.05
文献标志码:
A
摘要:
以京津冀地区怀4井为研究对象,基于2014—2024年高精度动水位观测数据,结合中国地区MS6.0~6.9和全球MS≥7.0地震事件,系统分析了其同震响应的时空演化规律、形态特征及物理机制。研究结果表明:怀4井同震响应以振荡型为主,兼具脉冲型与复合型,其中振荡幅度与震级呈显著正相关(lgΔh=0.5836M-0.4215lgD-1.7578),而与震中距呈负相关;空间分布上,井孔对环太平洋地震带地震的响应率显著高于地中海—喜马拉雅地震带,表现出明显的方向性特征;能量密度分析表明,阈值(≥10-3J/m3)是触发响应的关键因素,且浅源地震更易被记录。本研究为京津冀地区地震监测提供了高灵敏度井孔的实证依据,深化了地下水动力响应与地震波协同作用机制的认识,对完善地震前兆理论模型具有重要科学意义。
Abstract:
This study focuses on the Huai-4 Well in North China, systematically analyzing the spatiotemporal evolution patterns, morphological characteristics, and physical mechanisms of its co-seismic responses based on high-precision dynamic water level observation data from 2014 to 2024,combined with MS6.0-6.9 earthquakes in China and MS≥7.0 earthquakes worldwide. The results show that the co-seismic responses of the Huai-4 Well are dominated by oscillatory-type,with occasional pulse-type and compound-type responses. The oscillation amplitude is significantly positively correlated with the magnitude (lgΔh=0.5836M-0.4215lgD-1.7578)and negatively correlated with the epicentral distance. The lag time is highly correlated with the epicentral distance,revealing the control of seismic wave propagation effects on the response timing. In terms of spatial distribution, the well’s response rate to earthquakes in the Circum-Pacific seismic belt is significantly higher than that in the Mediterranean-Himalayan seismic belt, showing obvious directional characteristics. Energy density analysis indicates that a threshold(≥10??J/m?)is a key factor triggering responses,and shallow-focus earthquakes are more likely to be recorded. This study not only provides empirical evidence for high-sensitivity wells in North China’s earthquake monitoring but also deepens the understanding of the synergistic mechanism between groundwater dynamic responses and seismic wave-tectonic stress through multi-parameter coupling analysis, which is of great scientific significance for improving the theoretical model of earthquake precursors.

参考文献/References:

[1] Wang C Y,Manga M. Hydrologic responses to earthquakes and a general metric[J]. Geofluids,2010,10(1/2):206-216.
[2] Roeloffs E A. Persistent water level changes in a well near Parkfield,California,due to local and distant earthquakes[J]. Journal of Geophysical Research:Solid Earth,1998,103 (B1):869-889.
[3] Bower D R,Heaton K C. Response of an aquifer near Ottawa to tidal forcing and the Alaskan earthquake of 1964[J]. Canadian Journal of Earth Sciences,1978,15(3):331-340.
[4] Hsieh P J,Bredehoeft J D,Rojstaczer S. Response of well aquifer systems to earth tides:Problem revisited[J]. Water Resources Research,1988,24(3):468-472.
[5]涂先新,吕品姬,安一凡,等.三峡井网对7.0级以上强震的同震响应特征[J].大地测量与地球动力学,2023,43(8):875-880.
[6]梁卉,高小其,颜龙.2023年3月6日土耳其两次7.8级地震引起的井水位同震响应对比分析[J].地震,2024,44(3):96-107.
[7]张秀清,陈小云,陈莹,等.福建省数字化水位水温资料的远场效应研究[J].华北地震科学,2007,25(4):49-54.
[8]陈玮,张丽芬,张卫华,等.仙女山断裂带地下流体观测井水位同震响应对比分析[J].大地测量与地球动力学,2020, 40(1):104-110.
[9]尹宏伟,梁丽环,韩文英,等.河北省数字水位对尼泊尔MS8.1地震同震响应特征研究[J].地震工程学报,2016,38 (S1):73-80.
[10]董博,纪春玲,周安聘,等.河北无极井同震响应特征分析[J].地震工程学报,2021,43(5):1077-1086.
[11]张帆,杨竹转,王江.怀4井新旧自动测氦仪比测分析[J].地震地磁观测与研究,2021,42(3):225-231.
[12] Roeloffs E A. Persistent water level changes in a well near Parkfield,California,due to local and distant earthquakes [J]. Journal of Geophysical Research:Solid Earth,1998,103 (B1):869-889.
[13]王利亚,李春富,郭晓辉.云南石林井水位同震响应特征分析[J].华南地震,2025,45(3):51-58.
[14]杨竹转,邓志辉,赵云旭,等.云南思茅大寨井水位同震阶变的初步研究[J].地震学报,2005,27(5):569-574.
[15]沈平,敬少群,姚海东,等.湖南长沙井动水位对远大地震的同震响应特征分析[J].地球物理进展,2018,33(1):0074-0083.
[16]曹梦涵,薛莲.井水位同震响应特征与机理研究进[J].地震研究,2022,45(2):173-168.
[17]薛红盼,张乐,陆丽娜,等.夏垫断裂带地震地下流体的同震响应研[J].地震,2020,40(1):184-202.
[18]陆丽娜,俞美艳,李静,等.川05井动水位对典型地震的映震效能分析[J].地震,2025,45(1):1-16.
[19]郭建芳,郭娇,巩洪学.昌黎井数字化水位观测同震效应分析[J].华北地震科学,2023,41(2):99-107.
[20]缪阿丽,张艺,叶碧文,等.江苏井网水温水位对几次大地震的同震响应特征及机理分析[J].地震,2014,34(4):78-87.
[21]张菊,赵德杨,徐亚飞,等.四川流体台网水位同震响应特征对比分析[J].地震,2024,44(3):55-72.
[22]兰双双,迟宝明,姜纪沂.地下水位对近震和远震异常响应的比较——以汶川地震和苏门答腊地震为例[J].吉林大学学报(地球科学版),2011,41(1):145-152.
[23]万迪堃,汪成民.地下水动态异常与地震短临预报[M].北京:地震出版社,1993.
[24]张清秀,郑小菁,林木金,等.永春井水位对远大地震的记震能力及同震效应特征分析[J].华南地震,2011,31(3):33-40.
[25]张素欣,张子广,张跃刚,等. 2004年12月26日印尼大地震河北省数字水位、地热记震能力分析[J].华北地震科学, 2005(03):27-30.
[26]张立,罗睿洁,高文斐,等.云南地下流体对尼泊尔8.1级地震的同震响应特征分析[J].地震研究,2016,39(4):537-544.
[27]王俊,田明,裴红云,等.芜湖皖28井水位异常数模研究[J].华南地震,2024,44(S1):187-189.
[28]史浙明.地下水位同震响应特征及机理研究[D].北京:中国地质大学,2015.
[29]陈玮,张丽芬,张卫华,等.仙女山断裂带地下流体观测井水位同震响应对比分析[J]. 大地测量与地球动学, 2020,40(1):104-110.

备注/Memo

备注/Memo:
收稿日期:2025-08-04
基金项目:河北省地震局星火计划攻关项目(DZ2023120900013)
作者简介:刘燕翔(1987-),女,工程师,主要从事地震监测预报工作。E-mail:930363707@qq.com
通信作者:庄丁源(1988-),男,高级工程师,主要从事地球物理勘查工作。E-mail:869898471@qq.com
更新日期/Last Update: 2026-03-20