河南郑州台数字化DSQ水管倾斜仪观测精度的评定

选取了河南郑州台数字化 DSQ型水管倾斜仪观测资料较好的 2 0 0 1年 10月 1日至 12月 31日的数据进行了分析处理 ,对该仪器的观测精度进行了评定。经计算 ,其北南向和东西向日飘移分别为 0 .0 0 0 7s和 0 .0 0 2 6 s,M2 的振幅因子为 0 .714 9和 0 .6 4 14 ,振幅因子中误差为 0 .0 0 5 5和0 .0 0 4 4。     

F-K分析在上海地震台阵建设中的应用

利用F K分析处理地震台阵数据 ,进行地震波场分析 ,按频率分量、速度矢量来分解几乎同时到达台阵的信号 ,识别不同慢度的波 ,有助于地震波类型鉴别研究 .主要讨论了F K分析具体实现的方法和如何应用于上海地震台阵的选址与建设     

用双孔热解石墨管原子吸收法测定微量金

石墨炉原子吸收法在对化探样品微量金的测试过程中存在因载气进入而使待测样品溅出的问题。利用自制的双孔热解石墨管代替普通石墨管可解决上述问题。通过大量的实验证明,仪器在最佳工作条件下,硫脲介质浓度10g·l-1、解脱时间40min时,获得检出限0 10×10-9、加标回收率为98 4%～103 7%的分析结果。     

高温密闭溶样电感耦合等离子体质谱准确测定辉钼矿铼-锇地质年龄

采用Carius管高温密闭溶样,电感耦合等离子体质谱(ICP MS)法对采自两个不同金属矿床的辉钼矿样品的Re Os同位素地质年龄进行了准确测定。所得出的Re Os年龄的平均值分别为14.26±0.19Ma和34.39±0.81Ma,相对标准偏差分别为1.3%(以2s计算,n=6)和2.4%(以2s计算,n=7)。采用国际通用的ISOPLOT软件按Model1模式对这两组样品分别进行处理,所得Re Os等时线年龄分别为14.32±0.46Ma和34.52±0.38Ma(均为95%置信水平)。同批次样品中所带的内部管理样JDC的Re Os年龄与国际先进实验室采用负离子热表面电离质谱测量所得的结果吻合也较好。说明在严格的质量体系保证及有效地降低实验室空白水平的前提下,ICP MS完全可以准确地测定辉钼矿的Re Os年龄。     

金属腐蚀探测

本阐述了金属腐蚀的危害性和金属管道腐蚀探测的迫切性，并介绍了几种具有探测腐蚀功能的物探方法。     

地震台阵滤波及子台分布对聚束效果的影响(Ⅱ)——子台分布及聚束效果的分析

本假设对于确定的相关系数及子台间距存在一个相干波长，将不同频率、震中距的相关性变化的原因归纳为视波长的变化．对近事件而言，几乎不存在相关系数十分理想的子台间距的区间范围．对非理想相关的台阵，应用S．Mykkeltveit等介绍的增益公式来预测台阵的增益，其效果与实际情况吻合的较好．论述了区域台阵与侦察远处事件的台阵有诸多不同之处．     

论地震数值预报——关于我国地震预报研究发展战略的思考

随着中国工业化和社会现代化进程的加快 ,中国城市化进程必将进一步加速。如何减轻地震灾害的问题正变得日益严峻。尽管地震预测是一个举世公认的国际性科学难题 ,但在强化各种减轻地震灾害措施的同时 ,仍须大力推进地震预测研究。为此 ,需要打破长期徘徊在以地震前兆异常监测为基础的经验性预测局面 ,把注意力尽快转向研究以动力学为基础的数值预报。以GPS为代表的空间对地观测技术 ,岩石圈巨型高分辨率宽频带流动地震台阵观测技术以及数值模拟技术已经为地震数值预报研究提供了前所未有的技术基础。以地震数值预报为目标的GPS阵列地壳形变连续观测 ,高分辨率地壳上地幔结构探测 ,地壳动力学 ,地震孕育和破裂过程的理论、模拟试验和实际观测 ,数据同化和计算软件的开发应成为今后研究的重点。现在的问题是 ,需要积极借助数值天气预报的经验 ,强化多学科 ,多部门的组织协调 ,尽早在有条件的地区开展地震动力学数值预报的科学试验。地震数值预报研究必将极大地促进中国地震科学基础研究和地震预报的进一步发展。     

Statistical tests for regional seismic phase characterizations

In seismic analysis some assumptions are often made aboutthe data, e.g. stationarity and Gaussianity. This is not obvious for all realseismic data. Here, we use statistical tests for characterization of regionalseismic data. We apply tests for stationarity, symmetry, linearity, andtime-reversibility. In the analysis we use twelve regional seismic events inFennoscandia recorded with the seismic small-aperture arrays NORESS,ARCESS and FINESA at hypocentral distances in the range from 160 to1580 km. For the tests we use the regional phases Pn, secondary P, Sn and Lg-phases and the preceding noise. Two of the eventsare explosions, two are rockbursts and eight are earthquakes. Theperformance and possibilities of using statistical tests based on bispectra, asa complementary tool for conventional analysis of seismic phases isdemonstrated. The preceding noise recorded before the first onset of theP-wave for the twelve events is tested to be spatially stationarybetween each channel within each array and temporal stationary in 21consecutive time windows of 3.2 sec each. Also, the preceding noise issymmetric and linear. The seismic phases defined by the symmetry test asnon-Gaussian (not symmetric) are all linear. This means a linear model canbe used to characterize both the noise and the phases. The first P-phase for the two explosions is characterized as non-Gaussian at thethree arrays. For all 36 possibly first P-phase arrivals at the three arraystations, 23 are non-Gaussian. The second P-phase is non-Gaussian at13 of 36 data records, the S-phase at eleven of 36 and the Lg-phase at nine of 36. For all the four phases more than 32 of possible36 are time-reversible.     

Identification of soil degradation during earthquake excitations by Bayesian inference

A Bayesian inference approach is introduced to identify soil degradation behaviours at four downhole array sites. The approach of inference is based on a parametric time‐varying infinite impulse response filter model. The approach is shown to be adaptive to the changes of filter parameters and noise amplitudes. Four sites, including the Lotung (Taiwan), Chiba (Japan), Garner Valley (California), and Treasure Island (California) sites with downhole seismic arrays are analysed. Our results show two major types of soil degradation behaviour: the well‐known strain‐dependent softening, and reduction in stiffness that is not instantaneously recoverable. It is also found that both types of soil degradation are more pronounced in sandy soils than in clayey soils. The mechanism for the second type of soil degradation is not yet clear to the authors and suggested to be further studied. Copyright © 2003 John Wiley & Sons, Ltd.     

A quantitative study of the energy release in the aftershocks of the Bhuj earthquake, 2001, India, using Lg phase

The devastating earthquake on 26 January 2001 at Bhuj, India, resulted in large-scale death and destruction of properties of several million US dollars. The moment magnitude of the earthquake was 7.7 and its maximum focal intensity exceeded X in MM scale. The rate of aftershocks of this earthquake, recorded at Gauribidanur seismic array station (GBA), shows a monotonic decay with time superposed with oscillations. For the Indian continent the Lg phase is a prominent arrival at regional distances. The estimate of Lg amplitude is obtained by optimally fitting the Lg wave train to a exponential decay curve. The logarithm of these amplitudes and logarithm of root mean square (rms) value of actual amplitudes of the Lg are calibrated with USGS m_b to create a local m_bLg magnitude scale. The energy released from these aftershocks is calculated from the rms value of Lg phase. The plot of cumulative energy release with time follows the power law of the form t^p, superposed with oscillations. The exponent of the power law, p, is estimated both by a time-window scanning method and by an interpolation method. The value of p is 0.434 for time-window scanning method and 0.432 for the interpolation method. The predominant periods found in the oscillatory part of the cumulative energy, obtained by differencing the observed from the power law fit, are 10.6, 7.9, 5.4, 4.6 and 3.5 h for time-window scanning method. The corresponding periods for interpolation method are 13.4, 11.5, 7.4, 4.2, 3.5, 2.6 and 2.4 h.