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科学地选取了８种可用于地震短期日常会商的测震学定量预报参量，编写了相应的计算程式及分析预报软件包。计算了新疆乌鲁木齐等６个重点监测区的预报参量背景值和异常定量判据指标。根据参量动态曲线与已有强震震例的对应关系，对各预报参量的预报效能、预报高效能区及盲区、异常出现时段参数均作了详细分析。最后简要介绍了最新实际应用中的预报实例。研究结果及研制的相应软件在实际日常会商中具有较强的实用性价值。 相似文献
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地震构造是强震发生的必要基础,强震的孕育和发生与构造密切相关。强震的孕育和发生不仅与震中周围构造有关,而且与孕震区所在的整个构造带有关。这就表明整个构造带的地震活动性与未来强震都有关联。因此,在做测震学参数异常预测地震时,必须考虑整个构造带的地震活动。过去人们常以震中周围地区的地震活动资料来做测震学参数的异常分析,可能会丢失部分信息。文中以金沙江—红河边界带和地震学参量Mf值的结合为例,对基于活动地块边界带的测震学参数强震预测进行了探索,其结果对丽江地震预测效果很好,这对边界带的地震危险性判定有某种参考价值。 相似文献
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山东苍山5.2级地震前地震活动特征 总被引：1，自引：0，他引：1
从小震活动的时空分布以测震学参数的变化出发，分析了苍山地震前地震活动的异常特下，研究结果表明，苍山５．２级地震前出现了地震活动的图像和几种中，短期测震学参数，异常，但无明显短临信息的前震活动。 相似文献
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测震学参数是目前常用的确定某区域内地震活动时、空、强特点、判断未来某区域地震活动趋势的主要方法。本文对祁连山—六盘山地震带中一些测震学参数b值、D值、A(b)值及GL值进行了分析研究,提出了该区域内中强震发生前以上四种测震学参数的变化特征,为今后利用测震学参数准确把握该带地震活动趋势提供了依据。 相似文献
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通过对１９７６年唐山７．８级、１９８３年菏泽５．９极和１９８９年大同６．１级．１９９１年大同５．８级四次地震的非测震学前兆异常（短水准、地电、水氡含量、水位等）的研究，发现在这些地震以前，邢台地区的非测震学前兆观测值均有异常出现，显示出该地区不仅有地震活动性的窗口效应，而且有非测震学前兆异常的震情窗口效应。其它地区也有相类似的情况存在。这对区域应力场研究和前兆场特征的研究具有重要意义，对强震的预报 相似文献
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测震学参数是目前常用的确定某区域内地震活动时、空、强特点、判断未来某区域地震活动趋势的主要方法。本文对祁连山—六盘山地震带中一些测震学参数b值、D值、A（b）值及gL值进行了分析研究,提出了该区域内中强震发生前以上四种测震学参数的变化特征,为今后利用测震学参数准确把握该带地震活动趋势提供了依据。 相似文献
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通过对测震学各单项指标的预测效能调研，为进一步提取前兆信息，选择了7项测震学指标：频次、地震蠕变、6值、缺震、η值、GL值和调制比，进行综合概率分析。7项指标对关注地区的全时空扫描并考虑了空间单元异常与中强震地点对应的模糊关系，得到指标在各空间单元异常后发生中强震的条件概率。根据历史上每个单项指标的预报效能求计算综合概率时的指标权重，按贝叶斯定律得到相应不同指标在不同时间窗和不同空间单元时中强震发生的加权综合概率。计算结果（1970年以来）表明，对华北地区和川滇地区这一综合概率方法预测效能的R值评估超过0.5。 相似文献
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基于构造的测震学参数在鲁东－黄海地块的应用 总被引：1，自引：1，他引：0
以基于构造的测震学参数分析为思路,利用地震构造分区和地质构造单元的划分结果,检验了基于活动边界带的测震学参数方法的可行性;将活动地块内部（地质构造复杂且地震活动频繁）构造单元与测震学参数相结合,研究中强震前震源区所在的构造单元测震学参数的变化特征,提取具有中期预测意义的震兆标志,为中强震的预测提供理论依据。结果显示：中强地震前,郯庐断裂带（鲁东-黄海地块西边界带）及扬子地块（鲁东－黄海地块内部构造单元）D、C值异常过程明显,且各有特点,证明了基于活动地块内部构造单元的测震学参数方法具有良好的可行性。 相似文献
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本文通过对山东半岛及附近海域地质构造分析、地震学参数时空扫描计算、地震背景形势分析等认为：山东半岛及附近海域有发生5级左右地震的异常背景。预测区域为：胶东及北部海域3-4级地震条带及边缘有发生4.5级左右地震的可能;渤海海域自1969年7.4级地震后,其地震能量释放呈下降趋势,近20年活动水平为4级左右,渤海海域近期发生大于5级以上地震的可能性较小。北黄海海域近几年地震活动水平明显高于渤海海域。北黄海未来一、二年或稍长时间有发生5级左右地震的可能,应注意山东半岛及北部海域地震活动趋势的发展。 相似文献
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IntroductionFor the need of a nuclear test ban treaty, international society must make great efforts to find effective methods for discrimination between earthquake and nuclear explosion. Thereupon, many methods of discrimination of nuclear explosion appeared. But, at present, there is some uncertainty to discriminate middle or small nuclear explosion (Peppin, McEvilly, 1974; Richards, Zarales, 1990). When we study tectonic ambient shear stress field of Southern California, we find that str… 相似文献
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In this paper the temporal behaviour of soil moisture is modelled and statistically characterized by use of the zero‐dimensional model for soil moisture dynamics and the rectangular pulses Poisson process model for rainfall forcing. The mean, covariance and spectral density function of soil moisture (both instantaneous and locally averaged cases) are analytically derived to evaluate its sensitivity to the model parameters. Finally, the probability density function of soil moisture is derived to evaluate the effect of rainfall forcing. All the model parameters used have been tuned to the Monsoon '90 data. Results can be summarized as follows. (1) Only the soil moisture model parameters (η and nZr) are found to affect the autocorrelation function in a distinguishable manner. On the other hand, both the rainfall model parameter (θ) and the effective soil depth (nZr) are found to be of impact to the soil moisture spectrum. However, as the smoothing (or damping) effect of soil is so dominant, about ±20% variation of one parameter seems not to affect significantly the second‐order statistics of soil moisture. (2) More difference can be found by applying a longer averaging time, which is found to obviously decrease the variance but increase the correlation even though no overlapping between neighbouring soil moisture data was allowed. (3) Among rainfall model parameters, the arrival rate (λ) was found to be most important for the soil moisture evolution. When increasing the arrival rate of rainfall, the histogram of soil moisture shifts its peak to a certain value as well as becomes more concentrated around the peak. However, by decreasing the arrival rate of rainfall, a much smaller (almost to zero) mean value of soil moisture was estimated, even though the total volume of rainfall remained constant. This indicates that desertification may take place without decreasing the total volume of rainfall. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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A probabilistic representation of the entire ground‐motion time history can be constructed based on a stochastic model that depends on seismic source parameters. An advanced stochastic simulation scheme known as Subset Simulation can then be used to efficiently compute the small failure probabilities corresponding to structural limit states. Alternatively, the uncertainty in the ground motion can be represented by adopting a parameter (or a vector of parameters) known as the intensity measure (IM) that captures the dominant features of the ground shaking. Structural performance assessment based on this representation can be broken down into two parts, namely, the structure‐specific part requiring performance assessment for a given value of the IM, and the site‐specific part requiring estimation of the likelihood that ground shaking with a given value of the IM takes place. The effect of these two alternative representations of ground‐motion uncertainty on probabilistic structural response is investigated for two hazard cases. In the first case, these two approaches are compared for a scenario earthquake event with a given magnitude and distance. In the second case, they are compared using a probabilistic seismic hazard analysis to take into account the potential of the surrounding faults to produce events with a range of possible magnitudes and distances. The two approaches are compared on the basis of the probabilistic response of an existing reinforced‐concrete frame structure, which is known to have suffered shear failure in its columns during the 1994 Northridge Earthquake in Los Angeles, California. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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A method is presented for incorporating the uncertainties associated with hypocentral locations in the formulation of probabilistic models of the time and space distributions of the activity of potential seismic sources, as well as of the resulting seismic hazard functions at sites in their vicinity. For this purpose, a bayesian framework of analysis is adopted, where the probabilistic models considered are assumed to have known forms and uncertain parameters, the distribution of the latter being the result of an a priori assessment and its updating through the incorporation of the direct statistical information, including the uncertainty associated with the relations between the actual hypocentral locations and the reported data. This uncertainty is incorporated in the evaluation of the likelihood function of the parameters to be estimated for a given sample of recorded locations. For the purpose of illustration, the method proposed is applied to the modelling of the seismic sources near a site close to the southern coast of Mexico. The results of two alternate algorithms for the incorporation of location uncertainties are compared with those arising from neglecting those uncertainties. One of them makes use of Monte Carlo simulation, while the other is based on a closed-form analytical integration following the introduction of some simplifying assumptions. For the particular case studied, accounting for location uncertainties gives place to significant changes in the probabilistic models of the seismic sources. Deviations of the same order of magnitude can be ascribed to differences in the mathematical and/or numerical tools used in the uncertainty analysis. The resulting variability of the seismic hazard at the site of interest is less pronounced than that affecting the estimates of activity of individual seismic sources. 相似文献
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W. R. Kneale 《地球表面变化过程与地形》1982,7(5):499-502
Rainfall drop-size distributions were measured at a site in northern England using the ‘oflour-pellet’ technique. A relationship between intensity and kinetic energy is presented. Even at the low rainfall intensities observed (< 5 mm h?1 average over an hour) measureable amounts of rainsplash movement took place, and these movements have been related to rainfall parameters. 相似文献
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Floodplain wetlands are dynamic systems undergoing frequent hydro-sedimentological changes. Tropical/subtropical wetlands have even more pronounced climatic and biological influences on the sediment dynamics. In the current study, a protected subtropical wetland in Bihar(India) has been assessed for its sedimentary and mineralogical status. Sediment characteristics and associated granulometric parameters are discussed to highlight the wetland’s hydrogeomorphic character, energy dimension, and th... 相似文献
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微震高发区佛子岭单台地震数据库及日常分析应用软件 总被引：1，自引：1，他引：0
佛子岭地震台周围30km范围内是微震多发地区,每年都发生大量1级左右的微震,其中很多微震因为震级小,其他台站记录不到。我们建立了佛子岭单台微震数据库,研制了微震统计分析软件,在日常微震活动分析工作中发挥了较好的作用。 相似文献
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A grey fuzzy optimization model is developed for water quality management of river system to address uncertainty involved in fixing the membership functions for different goals of Pollution Control Agency (PCA) and dischargers. The present model, Grey Fuzzy Waste Load Allocation Model (GFWLAM), has the capability to incorporate the conflicting goals of PCA and dischargers in a deterministic framework. The imprecision associated with specifying the water quality criteria and fractional removal levels are modeled in a fuzzy mathematical framework. To address the imprecision in fixing the lower and upper bounds of membership functions, the membership functions themselves are treated as fuzzy in the model and the membership parameters are expressed as interval grey numbers, a closed and bounded interval with known lower and upper bounds but unknown distribution information. The model provides flexibility for PCA and dischargers to specify their aspirations independently, as the membership parameters for different membership functions, specified for different imprecise goals are interval grey numbers in place of a deterministic real number. In the final solution optimal fractional removal levels of the pollutants are obtained in the form of interval grey numbers. This enhances the flexibility and applicability in decision-making, as the decision-maker gets a range of optimal solutions for fixing the final decision scheme considering technical and economic feasibility of the pollutant treatment levels. Application of the GFWLAM is illustrated with case study of the Tunga–Bhadra river system in India. 相似文献
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A.A.Lyubushin Jr 《中国地震研究》1999,(1)
The concept of aggregated signal is introduced. Quantitatively, an aggregated signal can be defined as the scalar signal: it accumulates in its own variations only those spectral components that are presented simultaneously in each scalar time series of the multidimensional signal to be analyzed. Moreover, an algorithm of aggregation is proposed to suppress the spectral components that are present in any of the scalar components but absent in others (these components can be called local disturbance signals, for instance of technogenic nature). The main purpose of constructing the aggregated signal is to make clearer the common tendency of low-frequency data-flow in geophysical networks, which indicates an increase in collective behavior.It is known that almost all models of the process of earthquake preparation have pointed out an increase in collective behavior of components of geophysical fields in the region of preparation when the coming geocatastrophe has entered its long- and mid-term stages. Long 相似文献