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991.
通过对成都地磁台的仪器配置、误差来源、资料质量等方面进行综合分析,结果表明.成都地磁台的观测质量稳定,资料连续可靠。成都地磁台的观测能够正确反映成都地区地磁场的变化特征。 相似文献
992.
993.
Most of the present earthquake early warning systems are based on broadband or strong motion recordings. How-ever, the short-period instruments are still deployed. It is well-known that short-period recordings have saturation problems for large earthquakes when estimating the size of an earthquake. Thus, it is necessary to make clear the magnitude at which saturation starts to occur for the commonly used τc and Pd measurements, respectively. To investigate the possibility of using short-period seismic recordings for earthquake early warning, we conducted a simulated experiment using the strong motion data of the 1999 Chi-Chi earthquake sequence including its main shock and 31 aftershocks, with magnitude span from 4 to 7.6. The strong motion acceleration recordings were convolved with the instrument response of short-period seismographs in northern China to simulate short-period seismograms. Parameters τc and Pd from the first-three-second seismograms were calculated for the simulated short-period recordings and compared with that obtained by the original strong ground motion recordings. The result showed that to some extent, short-period recordings can be used for threshold earthquake early warning, while the magnitude saturation of Pd estimation can be up to 6.5, better than τc estimation. 相似文献
994.
The construction of S-wave velocity models of marine sediments down to hundreds of meters below the seafloor is important
in a number of disciplines. One of the most significant trends in marine geophysics is to use interface waves to estimate
shallow shear velocities which play an important role in determining the shallow crustal structure. In marine settings, the
waves trapped near the fluid–solid interface are called Scholte waves, and this is the subject of the study. In 1998, there
were experiments on the Ninetyeast Ridge (Central Indian Ocean) to study the shallow seismic structure at the drilled site.
The data were acquired by both ocean bottom seismometer and ocean bottom hydrophone. A new type of seafloor implosion sources
has been used in this experiment, which successfully excited fast and high frequency (>500 Hz) body waves and slow, intermediate
frequency (<20 Hz) Scholte waves. The fundamental and first higher mode Scholte waves have both been excited by the implosion
source. Here, the Scholte waves are investigated with a full waveform modeling and a group velocity inversion approach. Shear
wave velocities for the uppermost layers of the region are inferred and results from the different methods are compared. We
find that the full waveform modeling is important to understand the intrinsic attenuation of the Scholte waves between 1 and
20 Hz. The modeling shows that the S-wave velocity varies from 195 to 350 m/s in the first 16 m of the uppermost layer. Depths
levels of high S-wave impedance contrasts compare well to the layer depth derived from a P-wave analysis as well as from drilling
data. As expected, the P- to S-wave velocity ratio is very high in the uppermost 16 m of the seafloor and the Poisson ratio
is nearly 0.5. Depth levels of high S-wave impedance contrasts are comparable to the layer depth derived from drilling data. 相似文献
995.
996.
Research on geo-electrical resistivity observation system specially used for earthquake monitoring in China 下载免费PDF全文
This paper deals with the design and development of the observational system of geo-electrical resistivity on the basis of the demands for exploring the temporal variations of electrical properties of Earth media in the fixed points of the networks, which would be associated with the earthquake preparation. The observation system is characterized by the high accuracy in measurement, long term stability in operation and high level of rejection to the environmental interference. It consists of three main parts, configuration system measurement system, the calibration and inspection system. 相似文献
997.
Bedload transport measurements with impact plate geophones: comparison of sensor calibration in different gravel‐bed streams 下载免费PDF全文
Dieter Rickenmann Jens M. Turowski Bruno Fritschi Carlos Wyss Jonathan Laronne Ronel Barzilai Ian Reid Andrea Kreisler Johann Aigner Hugo Seitz Helmut Habersack 《地球表面变化过程与地形》2014,39(7):928-942
Indirect bedload transport measurements have been made with the Swiss plate geophone system in five gravel‐bed mountain streams. These geophone sensors record the motion of bedload particles transported over a steel plate mounted flush with the channel bed. To calibrate the geophone system, direct bedload transport measurements were undertaken simultaneously. At the Erlenbach in Switzerland, a moving‐basket sampler was used. At the Fischbach and Ruetz streams in Austria, a Helley–Smith type bedload sampler provided the calibration measurements. A Bunte‐type bedload trap was used at the Rofenache stream in Austria. At the Nahal Eshtemoa in Israel, Reid‐type slot bedload samplers were used. To characterize the response of the geophone signal to bedload particles impacting on the plate, geophone summary values were calculated from the raw signal and stored at one second intervals. The number of impulses, i.e. the number of peaks above a pre‐defined threshold value of the geophone output signal, correlated well with field measured gravel transport loads and was found to be a robust parameter. The relations of impulses to gravel transport loads were generally near‐linear, but the steepness of the calibration relations differed from site to site. By comparing the calibration measurements from the different field sites and utilizing insights gained during preliminary flume experiments, it has been possible to identify the main factors that are responsible for site specific differences in the calibration coefficient. The analysis of these calibration measurements indicates that the geophone signal also contains some information about the grain size distribution of bedload. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
998.
关中地区近期垂直形变与现今活动特征 总被引:4,自引:0,他引:4
应用差分、回归分析、最小二乘法原理等方法,对泾阳地震前后关中地区跨断层形变资料进行了分析研究,结果显示:①所监测的各断裂活动震前存在着中短期形变异常,呈现出明显的阶段性活动特征,可能是区域大面积应力积累和调整的结果;②进入短期的异常标志是中短期异常出现转折或反向;③各断层活动速率呈准同步变化,曲线形态大都呈现典型的α、β、γ相变化。分析了陕西关中盆地的地壳形变特征以及与西部强震的关系,结果表明:①地壳形变特征存在时空差异性,不同地区地形变活动强弱与其主要边界断裂带的距离存在相关性,主要边界断裂带附近地区相对活动强烈,远处则减弱;②不同时期各断层地形变活动强弱变化不同,既和构造应力场的变化有关,又与地震活动关系密切,且不同区域地壳构造运动发生转折的时期不尽相同。同时,断层形变前兆异常又存在时空差异性,表现为形态、时间等特征的不同;③多场地、大范围的断层活动异常与强震活动相呼应。 相似文献
999.
Xiaofeng Liu Gary Parker Jonathan A. Czuba Kevin Oberg Jose M. Mier James L. Best Daniel R. Parsons Peter Ashmore Bommanna G. Krishnappan Marcelo H. Garcia 《地球表面变化过程与地形》2012,37(9):957-970
The lake levels in Lake Michigan‐Huron have recently fallen to near historical lows, as has the elevation difference between Lake Michigan‐Huron compared to Lake Erie. This decline in lake levels has the potential to cause detrimental impacts on the lake ecosystems, together with social and economic impacts on communities in the entire Great Lakes region. Results from past work suggest that morphological changes in the St Clair River, which is the only natural outlet for Lake Michigan‐Huron, could be an appreciable factor in the recent trends of lake level decline. A key research question is whether bed erosion within the river has caused an increase in water conveyance, therefore, contributed to the falling lake level. In this paper, a numerical modeling approach with field data is used to investigate the possibility of sediment movement in the St Clair River and assess the likelihood of morphological change under the current flow regime. A two‐dimensional numerical model was used to study flow structure, bed shear stress, and sediment mobility/armoring over a range of flow discharges. Boundary conditions for the numerical model were provided by detailed field measurements that included high‐resolution bathymetry and three‐dimensional flow velocities. The results indicate that, without considering other effects, under the current range of flow conditions, the shear stresses produced by the river flow are too low to transport most of the coarse bed sediment within the reach and are too low to cause substantial bed erosion or bed scour. However, the detailed maps of the bed show mobile bedforms in the upper St Clair River that are indicative of sediment transport. Relatively high shear stresses near a constriction at the upstream end of the river and at channel bends could cause local scour and deposition. Ship‐induced propeller wake erosion also is a likely cause of sediment movement in the entire reach. Other factors that may promote sediment movement, such as ice cover and dredging in the lower river, require further investigation. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
1000.