首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到19条相似文献,搜索用时 125 毫秒
1.
正定点形变观测用来观测区域应力应变场的变化,包括应变观测和倾斜观测,前者主要观测水平变形,后者主要观测垂向变形。目前多利用趋势分析和频谱分析来提取地震前兆异常信息。但是随着观测手段的日益增多,仪器类型丰富多样,观测原理不尽相同;加之受台址构造环境、地壳介质及应力传递的差异性,造成观测结果一致性较差,前兆异常机理不明确,异常指标因子应用难,严重降低了数据的可信度和实用性。因此,本文以黔江台和奉节台为例,结  相似文献   

2.
研究乌什台、阿合奇台、柯坪数字前兆观测资料,分析总结了2013年12月1日柯坪MS5.3地震前3个台站前兆资料异常特征。结果表明:震前乌什地震台水管仪、伸缩仪、新46井水位、体应变、钻孔应变、阿合奇地倾斜仪和柯坪钻孔倾斜仪数字前兆资料存在不同程度的前兆异常,短临异常主要以记录曲线出现阶变、畸变、变粗,趋势异常;以加速、转向的形变异常比较明显,以期总结震例,做好震情跟踪工作。  相似文献   

3.
为探究2014年以来山西夏县台多项前兆同步异常变化的原因,从对异常测项周边观测环境做调查,与周边相邻台站资料进行对比,运用震源机制解和GPS资料得到的区域应力场结合进行综合分析等方面开展研究。结果表明,夏县台多项前兆异常变化受周边环境干扰较小,异常区域范围为山西中南部及晋陕交界区,异常变化主要由区域应力场调整所致。  相似文献   

4.
云南地区中短期前兆场异常与强震关系研究   总被引:2,自引:0,他引:2  
付虹  刘丽芳 《地震研究》2003,26(Z1):95-100
通过对云南地区观测连续、稳定的近200个台项前兆资料全时空的中短期异常信息分析研究,发现有规律的前兆变化只是一种理想的模式 .在强区域应力场的作用下,会导致观测环境发生变化,使观测值的规律性发生变化(这类变化通常发生在强震前后),从而异常的判别标准需有变化,才能提高预报效能.由于常常存在多个应力集中点,用前兆预测地点很难达到现行预报要求的精度,但用场上的群体特征判别云南地区的活动水平,有较好的预测预报效能.云南强震前前兆的群体异常特征很显著 ,当有40%以上的前兆观测项目出现异常,可能有7级地震发生.笔者认为目前观测到的大部分异常是区域应力场增强的结果,是场上的信息,而不完全是震源的应力集中引起的.在区域应力场的作用下,一定范围内可以有多个应力集中点,这些点中因结构和介质的不同, 有的积累了应变,逐渐发展成震源,有的以应力应变的形式表现出来,被前兆仪器观测到就成了人们认为的异常,地震和异常都是区域应力场增强的结果,二者是伴生关系,而不是因果关系.  相似文献   

5.
本文用平面应变有限元方法,模拟了西南地区1970年—1976年5次大于7级地震的蕴育过程中,介质性质变化对区域应力场的影响,给出了各次地震蕴育影响场的分布图象和影响场的基本特征。由计算结果与大震前的地震活动、前兆观测资料对比得到,地震前的异常与影响场的应力变化有关。  相似文献   

6.
北部湾6.1,6.2级地震的前兆异常   总被引:1,自引:0,他引:1  
吴时平  王林 《华南地震》1996,16(3):46-52
通过对北部湾6.1,6.1级地震前的震兆分析,认为地震是在区域地震活动出现中期异常背景的情况下发生的,前兆观测的趋势异常较为突出,但短临异常极少,地震活动性和前兆观测手段的趋势异常变化具有稳定性和准同步性,反映了震前区域应力场的变化。  相似文献   

7.
正代县水准、代县地电、定襄水氡和静乐水位等异常作为山西北部地震趋势预测主要依据,这些前兆异常起始时间跨度长、差异大,甚至同一观测台站不同观测手段的异常所表现的物理意义也不相同。以往前兆异常识别依靠的是单一手段的现场调查和震例研究成果,很少与其他前兆观测手段结合起来进行综合研究,特别是从区域应力场的角度进行异常机理分析,因此,异常信度也相对较低。如何有效甄别这些异常的可靠性,必需依靠场上信息,从区域应力场来  相似文献   

8.
唐山地震前京津地区水氡异常场的某些特征   总被引:3,自引:0,他引:3       下载免费PDF全文
本文通过对京津地区十个重点井孔水氡资料的处理分析,发现唐山地震前,京津地区水氡异常场有几个显著的特征。京津唐一带区域性水氡的升高变化,是该区构造应力场加强的结果,当观测区域受力达到线应变为10-6—10-5数量级的状态时,可以观测到水氡明显的异常变化。水氡中短期异常的扩散现象及临震突跳的收缩现象,是与震源应力场直接有关联的前兆变化。水氡异常的机理是复杂的,是多种作用的综合  相似文献   

9.
分析了昌平地震台体应变、线应变及差应变等观测资料在1998年1月10日张北-尚义6.2级地震前的异常变化。结果表明:该次地震前昌平台的应变观测资料出现了明显的趋势异常;体应变的异常时间与震级有较发的相关性;差应变资料显示了短临异常;由线应变资料计算的主应变方向在地震前逐渐向震中偏转;M2波潮汐因子也出现了明显的异常变化。  相似文献   

10.
通过对呼图壁MS6.2地震周围台站前兆资料的梳理、分析,其结果表明,榆树沟洞体应变趋势压缩、阜康水管仪趋势E倾、库尔勒水平摆趋势W倾、库尔勒断层趋势压缩等背景异常表明此区域应力处于不断积累状态;新源井下摆出现快速N倾、年变畸变中期异常;榆树沟水管仪出现速率加快,巴伦台钻孔应变出现大幅压性变化等短临异常。此次地震发生前前兆中期异常出现时间早,且距震中较远,而临震异常出现时间较为晚,距震中较近,中期和临震异常的空间演化呈现由外围向近场迁移的现象。  相似文献   

11.
蚌埠钻孔应变受抽水干扰的分析   总被引:1,自引:0,他引:1  
分析了蚌埠地震台体应变受抽水的干扰情况,并给予了较合理的解释。通过对蚌埠台体应变数据的趋势变化分析,认为抽水干扰不是影响该台体应变观测数据趋势变化的主要因素;又通过区域不同台站体应变数据的对比分析,得到区域应力场是影响应变观测曲线变化的主要因素的论断。为使用该台体应变数据提供了参考,同时也为体应变的选址提供了参考实例。  相似文献   

12.
Before 2013 Lushan MS7.0 earthquake, the bedrock ground temperature in Kangding station, the cross-fault deformation and the borehole strain in Guza station all show that regional stress changes possibly occurred along the Xianshuihe Fault. In this paper, further analysis is made on the observation data of bedrock ground temperature in the three stations in the Xianshuihe fault zone, and the results are compared with borehole strain, seismometry and cross-fault deformation data. Stress temperature in the three stations dropped suddenly synchronously a few days before the Lushan earthquake, indicating the enhanced tension characteristics of the regional stress in the Qianning-Kangding zone. High-frequency components of bedrock temperature in the three stations also showed synchronous changes in the 80 days before the Lushan earthquake, with an estimated stress change range of 0.98~1.96MPa, an average of about 1.47MPa, which is close to the seismometry results. Besides, tensional mutation in borehole strain is consistent with the enhanced tensional characteristics of regional stress revealed by bedrock ground temperature. Comparison with cross-fault deformation shows that the stress change was different in different active segments of the Xianshuihe Fault in different time periods before the Lushan earthquake, but the regional stress change did appear along the Xianshuihe fault zone before the Lushan earthquake.  相似文献   

13.
The borehole strain meter at Wushi station recorded obvious anomaly before Jiashi M s=6.8 earthquake occurred on February 24, 2003. Its features are as follows. (1) Anomaly types are complete. The trend anomaly, short-term anomaly, short-imminent anomaly and exponential anomaly appeared 19 months, 56 days, 4 days, and more than 1 month before the event, respectively; (2) Anomaly is large in magnitude. The maximal magnitude of strain anomaly is 1.7×10?5, which is rare in the past 20-year observation records at Wushi station; (3) Strain rate fluctuates sharply with obvious alternation of tension and compression. According to the magnitude of strain anomaly, time of exponential anomaly appearance and regional features of recorded anomaly, we could predict the magnitude, occurrence time and potential region to a certain degree.  相似文献   

14.
The borehole strain meter at Wushi station recorded obvious anomaly before Jiashi M s=6.8 earthquake occurred on February 24, 2003. Its features are as follows. (1) Anomaly types are complete. The trend anomaly, short-term anomaly, short-imminent anomaly and exponential anomaly appeared 19 months, 56 days, 4 days, and more than 1 month before the event, respectively; (2) Anomaly is large in magnitude. The maximal magnitude of strain anomaly is 1.7×10−5, which is rare in the past 20-year observation records at Wushi station; (3) Strain rate fluctuates sharply with obvious alternation of tension and compression. According to the magnitude of strain anomaly, time of exponential anomaly appearance and regional features of recorded anomaly, we could predict the magnitude, occurrence time and potential region to a certain degree.  相似文献   

15.
China is one of the earliest countries to start borehole strain observation aiming to predicting earthquake.YRY-4 and other borehole strain instruments developed by China have reached the world advanced level,with a resolution of 10-10 and can work stably.In order to capture the tectonic stress signals and analyze the relationship with seismicity,it is firstly necessary to identify and exclude the non-structure stress signals (caused e.g.by rainfall,pressure change,groundwater level fluctuation,river fluctuation etc).Annual strain change signals have been observed by YRY-4 borehole strain instrument at some stations (e.g.Guzan station in Dadu River valley).The signal is on the wave crest in spring and trough in autumn.Up to now,no relative papers have interpreted the physical mechanism causing such strain signals.In this paper,we manage to explain the physical mechanism by using numerical simulation.Considering the terrain factor of Dadu River valley,we set up a 3D finite-lement thermoelastic coupling model to compute the heat stress caused by annual change of surface temperature.The computing results are in good accordance with observation values,which illustrates that the annual change of strain signals is caused by annual change of surface temperature.We suggest that high-resolution borehole strain instrument (e.g.YRY-4 strain instrument) should avoid installing in a terribly undulate area,but choose a flat one.Although the strain signal with an annual change is a noise signal,to a certain extent,the signal illustrates that the current borehole strain instrument has a high resolution.This gives us more confidence to use this instrument to measure the structural strain.  相似文献   

16.
Four-component borehole strainmeter (FCBS) is one kind of high-precision borehole strain observation instruments invented in China. As a kind of near-surface deformation observation instrument, FCBS is also easily disturbed by the external environment factors. As a common factor, pumping has significant influence on FCBS observation. Existing studies mostly identify the pumping interference from the perspective of observation curve morphology, relatively few studies focus on its interference mechanism. In order to truly capture earthquake precursor information, it is necessary to study the interference mechanism. In recent years, RZB-3 type FCBS at Tai'an seismic station has been seriously affected by pumping, so it is necessary and also feasible to study the interference mechanism of pumping. Since the influence of pumping interference on borehole strainmeter is common, this work would be very practical and be used for reference by other borehole strain observation stations. We find that the original observation curves and observed surface strain, shear strain from RZB-3 type FCBS at Tai'an seismic station have the characteristics of synchronous change with the borehole water level, in which the linear correlation coefficient between the two observed shear strain curves and borehole water level reached 0.70 and 0.82 respectively. We further find that the principal strain direction of borehole and borehole water level after normalization meet the nonlinear function as y=1.217arctan(x)0.224-0.284. The above phenomenon indicates that the observation of RZB-3 type FCBS at Tai'an seismic station is significantly affected by the borehole water level, and the influence is more obvious and the gradient is larger at the stage of low water level. Pumping interference often appears in low water level stage and changes the rock pore pressure state. Statistics show that pumping interference affects the borehole strain state. To investigate the interference mechanism of pumping to RZB-3 type FCBS at Tai'an seismic station, we take a known pumping as an example, in which we study the principal strain state of the borehole in three periods of normal pumping, interruption of pumping and resuming pumping respectively. During each period, we solve 3 parameters of the principal plane strain state, i.e. the maximum principal strain rate, the minimum principal strain rate and the maximum principal strain direction from four observation equations of FCBS by nonlinear iterative least squares algorithm. On the other hand, concentrated load model (CLM) is used to simulate the mechanical mechanism of pumping. Firstly, the depth of FCBS relative to pumping source and the concentrated load at pumping source are inversed, then, the strain state surrounding the pumping well, including the state at RZB-3 borehole, is simulated by forward modeling. By comparing these results, we find that: (1)The concentrated load at pumping source inversed by CLM during periods of normal pumping and resuming pumping are both located at or near the bottom of the pumping well, which is consistent with the actual situation, indicating that mechanism and degree of the influence of pumping on borehole strain are well simulated by CLM. (2)The observed strain state is consistent with the simulation result of pumping interference by forward modeling, indicating that the principal strain state of borehole calculated based on observation of FCBS reflects the true strain state of borehole under different pumping states.(3)The inversed concentrated load at pumping source during pumping periods is significant greater than the load of the pumped water, indicating that the pumping process has more significant influence on the pore pressure of rocks than the load of the pumped water. Even though CLM is an approximate simulation since it's based on some elastic assumptions, the interference mechanism of pumping on RZB-3 type FCBS at Tai'an seismic station is well explained, which is maybe very helpful for studying the influence of pumping interference on other deformation instruments, locating the unknown pumping source and studying the characteristics of pore pressure of rocks.  相似文献   

17.
钻孔耦合因素对引潮力标定的影响分析   总被引:1,自引:0,他引:1  
田韬  杨军  郝永亮  王维 《内陆地震》2014,(4):312-318
利用多层厚壁筒组合的力学模型,分析介质力学性质变化对钻孔面应变耦合系数的影响。利用引潮力标定方法对观测资料的研究表明,"地层、水泥环和钢筒"模型不能完全反映观测条件,考虑原地应力卸载影响的四层介质耦合模型,与观测环境基本相符,可以对观测结果进行较合理解释,同时发现钻孔面应变耦合系数的大小与台站的背景应力场存在一定关系。  相似文献   

18.
对新疆温泉地震台钻孔体应变日常观测中的常见干扰进行识别,应用维尼迪科夫调和分析方法检测观测资料内精度和稳定性,分析了气压、水位对体应变观测的影响程度。分析结果表明,新疆温泉地震台的体应变观测较稳定,满足地震监测的需求条件。  相似文献   

19.
五指山台DSQ水管倾斜仪北南向自2017年5月持续南倾。排除观测系统、洞室温度、辅助观测资料情况和周围环境因素变化等多方面原因,利用观测资料内精度质量评价分析、数字化前兆异常识别等方法,结合GPS及重力场变化,综合认为,五指山地震台DSQ水管倾斜仪北南向南倾变化为正常区域背景变化趋势,非前兆异常现象。   相似文献   

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