Study on the sudden changes in ground tilt and earthquakes     

牛安福  张晶  江在森  贾民育 《地震学报(英文版)》2003,16(4):468-472

Introduction Many observation facts, rock-rupture experimental results, and theoretical research achievements proved that the sudden changes in ground deformation are the most possible earthquake short-term precursors. The observed sudden changes in deformation that related to the earthquake preparation are here called the precursory. The sudden change is mainly characterized by the highly changing velocity and greatly accumulated deformation amplitude.  相似文献   

SZ-4飞船多模态传感器辐射模态数据处理与质量评价研究     

钟若飞  郭华东  王为民  朱博勤 《国土资源遥感》2004,15(4):19-22,32

研究了飞船多模态传感器中辐射模态1B产品数据的处理以及生成全球亮温图的方法,对辐射模态数据与SSM/I和AMSR-E星载微波辐射计对应通道进行了星星比对分析,建立了对应通道之间的线性关系。结果表明,飞船辐射模态亮温与SSM/I及AMSR-E的测量值在绝对幅度上相差较大,但却高度的线性相关,这在一定程度上说明了SZ-4辐射模态各通道亮温对地表微波辐射响应的能力。  相似文献   

倾斜观测载荷干扰源最小"安静"距离理论分析   总被引：5，自引：0，他引：5  

邱泽华 《地震》2004,24(4):80-86

作为一种高精度的形变观测,钻孔倾斜观测点必须尽可能避开干扰源。河流、湖泊、仓库(货场、列车编组站)和铁路,是几种主要的影响钻孔倾斜观测的地面载荷变化干扰源。中对这些地面载荷变化干扰影响分别建立了不同的模型,提出了针对一定的干扰限定指标,估计观测点到干扰源的最小“安静”距离的方法。  相似文献   

Identification of a surface layer structure and analysis of humidity data in two weather situations at Jodhpur (26°18′N, 73°04′E), India,during MONTBLEX 1990     

N.?Das  M.?Bose  U.?K.?DeEmail author 《Journal of Earth System Science》2004,113(1):73-87

The Monsoon Trough Boundary Layer Experiment held in 1990 was a multi-institutional effort to probe the atmospheric boundary layer over the monsoon trough over northern India. For this experiment, four micrometeorological towers were set up at four different locations along the normal position of the trough. One such tower of 30m height was located at Jodhpur (26‡18′N, 73‡04′E), Rajasthan. The fast and slow response data available during the experiment have been used in the present study to determine a suitable layer-structure of the surface layer for evaluation of sensible heat flux using the multilayer hypothesis of Kramm (1989).  相似文献   

On the interpretation of slow ground deformation precursory to the 1976 Friuli earthquake     

Michele Dragoni  Maurizio Bonafede  Enzo Boschi 《Pure and Applied Geophysics》1984,122(6):781-792

During three years preceding the 1976 Friuli earthquake, a continuous southward ground tilt was recorded by a tiltmeter placed near Tolmezzo, 15 km north-west of the epicentre of the impending earthquake. The cumulative ground tilt amounted to as much as 3 minutes of arc. Since the tiltmeter was placed in the proximity of an active fault, such a tilt can be explained if the fault slipped aseismically on its shallower section during the same three year period. Aseismic slip on the fault might have been caused by the same mechanism which concentrated stress in the region and eventually produced the 1976 earthquake.  相似文献   

Temporal variation of crustal deformation during the days preceding a thrust-type great earthquake — The 1944 Tonankai earthquake of magnitude 8.1, Japan     

Kiyoo Mogi 《Pure and Applied Geophysics》1984,122(6):765-780

The temporal variation in precursory ground tilt prior to the 1944 Tonankai (Japan) earthquake, which is a great thrust-type earthquake along the Nankai Trough, is discussed using the analysis of data from repeated surveys along short-distance leveling routes.Sato (1970) pointed out that an anomalous tilt occurred one day before the earthquake at Kakegawa near the northern end of the focal region of the earthquake. From the analysis of additional leveling data, Sato's result is re-examined and the temporal change in the ground tilt is deduced for the period of about ten days beginning six days before the earthquake. A remarkable precursory tilt started two or three days before the earthquake. The direction of the precursory tilt was up towards the south (uplift on the southern Nankai Trough side), but the coseismic tilt was up towards the southeast, perpendicular to the strike of the main thrust fault of the Tonankai earthquake. The postseismic tilt was probably opposite of the coseismic tilt. The preseismic tilt is attributed to precursory slip on part of the main fault. If similar precursory deformation occurs before a future earthquake expected to occur in the adjacent Tokai region, the deformation may help predict the time of the Tokai earthquake.  相似文献   

A widespread simultaneous increase of the microearthquake seismicity and minor crustal movements in and around the assumed rupture zone of the Tokai earthquake     

Yukio Fujinawa 《Natural Hazards》1988,1(3):255-276

Data from an extensive routine network and a high-density temporary seismic observation using the ocean bottom seismometer in and around Suruga Bay, Japan, showed that a simultaneous increase of microearthquake seismicity occurred from mid-July 1984 (Ukawa et al., 1988). The area extended over a region of about 60 km (NS) × 80 km (EW), and is nearly included in the assumed fault zone of the presumed Tokai earthquake. The analyses of the bore-hole ground tilt and volumetric strain data revealed that an anomalous small ground tilt and volumetric strain change occurred at the time of the seismic activity with a duration of about a month. Data of geodetic measurements, groundwater, and radon content were examined with the result that many observational items showed small anomalies during that period. The observed crustal movement was compared with that of slip models of the Philippine Sea plate around Suruga Bay, suggesting that some type of episodic aseismic subducting motion occurred and, thus, caused a crustal movement in the overlying continental plate in the very region of the future fault zone.  相似文献   

Comparison between moving and stationary transmitter systems in induction logging     

M. Poddar  P. Caleb Dhanasekaran  K. Prabhakar Rao 《Pure and Applied Geophysics》1985,123(5):707-731

In a general treatment of the theory of induction logging, an exact integral representation has been obtained for the mutual impedance between a vertical dipole transmitter and a coaxial dipole receiver in a three layered earth. Based on this representation, a computer model has been devised using the traditional Slingram system of induction logging and the comparatively new Turam system, ignoring borehole effects. The model results indicate that due to its much larger response, the Turam system is in general preferable to the Slingram in mineral and groundwater investigations where formation conductivity much less than 1 S/m is generally encountered. However, if the surrounding media are conductive (more than 0.1 S/m), the Turam system suffers from large amplitude attenuation and phase rotation of the primary field caused by the conductive surrounding, and is less useful than the Slingram system which does not so suffer, unless the target bed is shallow. Because it is a more complex function of system parameters than the corresponding Slingram log, a Turam log can be conveniently interpreted only by the modern inverse method using a fast algorithm for the forward solution and a high speed digital computer.  相似文献   

A new method for the interpretation of the constant-head well permeameter   总被引：1，自引：0，他引：1  

Giorgio Cassiani 《Journal of Hydrology》1998,210(1-4):11-20

A novel semi-analytical solution for the interpretation of the constant-head permeameter test is introduced, which accounts for the correct mixed-type boundary condition at the wellbore, unlike all published analytical solutions. Capillarity can also be accounted for. The simplifications are that flow from the bottom of the borehole is neglected (therefore the solution is applicable to slender boreholes, where the ponding depth is at least 10 times the radius) and capillarity can be modeled with a quasi-linear approach. The Green's function approach leads to an integral equation, the solution of which does not show significant ill-posedness. Two sub-cases are presented: the first neglects capillary effects (the all-saturated approximation) and the second (general solution) takes them into account. The all-saturated solution is successfully tested against finite element simulations. The corresponding values of the borehole shape factor C are slightly larger than the ones obtained with approximate analytical solutions from the literature. When capillarity is accounted for, C changes of a factor of 10 when the dimensionless sorptive number A goes from typical values for fine soils to typical values for coarse soils (about two orders of magnitude of variation for A). This range shifts to lower values of A as the dimensionless borehole depth increases. Consequently, the all-saturated solution is a good approximation of the soil behavior for boreholes with large ponding depth, and coarse soils. The proposed semi-analytical solution is fast to compute and thus it is possible to use it in an automated optimization technique to fit field data and estimate the field-saturated hydraulic conductivity and the sorptive number; this would not be feasible using a numerical solution.  相似文献   

青岛地震台钻孔体应变异常变化因素分析     

贾媛  李杰  朱成林  徐清风  岳龙  郝军丽  公璐 《震灾防御技术》2020,15(1):224-233

分时段研究降雨、钻孔水位、工程施工等因素对青岛地震台体应变的影响，研究结果表明:钻孔水位反映区域地下水主要由降雨补给，降雨下渗改变地下水状态，并影响体应变观测；青岛体应变与钻孔水位的相关性及其周期特性均在2015年前后出现变化，可能与2015—2016年降雨偏少及工程施工有关；2018年1月17日台站钻孔施工很可能改变了体应变周围岩石孔隙环境，并扩大孔隙压力作用系数，可解释2018年3月以来水位小幅上升引起的体应变显著压性上升现象，受钻孔施工的影响，体应变与钻孔水位相关性的滞后特征明显减弱。  相似文献