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171.
甘、宁、青地区地震孕育的力源环境 总被引:2,自引:0,他引:2
从3个方面讨论了甘、宁、青三省区地震孕育的力源环境。①从强震震源机制、地震形变带、断层滑移特征和现代形变、地应力实地测量等几个不同侧面,讨论了区域构适应力场的分布规律。指出,甘、宁、青现今区域构造应力场以水平为主,主压应力方向从地区的西部到东南部,由NNE逐渐转为近EW向,且在地壳的深部、浅部和地表,方向有较好的一致性。它是印度板块向青藏块体碰撞、挤压,使青藏块体向北东方向推济,同时向东蠕散的结果。②通过讨论发展断层的错动形式以及部分前兆资料所反映的应力特征,揭示了地震孕育过程中震源及周围地区处于一种更高的应力状态。这是该地区地震前兆具有普遍性的根本原因。③讨论了甘、宁、青现今地震的孕育方式。指出,6级以上地震基本上以先存断层重新活动或相互沟通为主要活动形式。 相似文献
172.
永登5.8级地震前后的重力变化 总被引:2,自引:1,他引:2
着重分析了1995年7月22日永登5.8级地震前后的重力异常变化及其与地震的对应关系,对这次地震的探讨性分析,进一步说明流动重力测量对一些较大地震作出一定的预报是可行的。 相似文献
173.
SHUMING DU 《Boundary-Layer Meteorology》1997,83(2):207-219
In this paper, we evaluate the Lagrangian velocity structure function constant, C0, in the inertial subrange by comparing experimental diffusion data and simulation results obtained with applicable Lagrangian stochastic models. We find in several different flows (grid turbulence, laboratory boundary-layer flow and the atmospheric surface layer under neutral stratification) the value for C0 is 3.0 ± 0.5. We also identify the reasons responsible for earlier studies having not reached the present result. 相似文献
174.
试论陆壳增生的两种基本模式及其对比 总被引:2,自引:0,他引:2
大陆地壳是地球形成演化的必然产物。大陆地壳由不同时代、不同类型、不同规模地体的拼贴而增生;同时已形成的大陆地壳沿着新的断裂分裂、离散而碱小。因此大陆地壳是地体拼贴增生与分裂离散的综合结果。太古代早期,原始陆壳形成后,主要通过环太平洋型与天山型两种基本模式达到陆壳的增生。环太平洋型陆壳增生模式出现于陆块的边缘,由古大陆向大洋方向单向增生,增生年代由老到新,增生地体一般都有较大距离的移置,其增生与板块的俯冲作用密切有关。天山型陆壳增生模式出现在陆块的内部,其形成与陆块的开台作用密切有关,可以但不一定伴随有俯冲作用。当古大陆沿一定方向断裂带分裂、离散。其间形成新的海槽接受碳酸盐岩和正常陆源碎屑沉积物与来自地壳深部或地幔的火山物质。由于壳下应力条件改变,两侧古陆相向运动,海槽中物质受两侧古陆碰撞挤压,形成褶皱造山带,并把两侧的古大陆“焊接”成新的、范围更大的大陆地壳。 相似文献
175.
Two distinct phases are commonly observed at the initial part of seismograms of large shallow earthquakes: low-frequency and low-amplitude waves following the onset of a P wave ( P 1 ) are interrupted by the arrival of the second impulsive phase P2 enriched with high-frequency components. This observation suggests that a large shallow earthquake involves two qualitatively different stages of rupture at its nucleation.
We propose a theoretical model that can naturally explain the above nucleation behaviour. The model is 2-D and the deformation is assumed to be anti-plane. A key clement in our model is the assumption of a zone in which numbers of pre-existing cracks are densely distributed; this cracked zone is a model for the fault zone. Dynamic crack growth nucleated in such a zone is intensely affected by the crack interactions, which exert two conflicting effects: one tends to accelerate the crack growth, and the other tends to decelerate it. The accelerating and decelerating effects are generally ascribable to coplanar and non-coplanar crack interactions, respectively. We rigorously treat the multiple interactions among the cracks, using the boundary integral equation method (BIEM), and assume the critical stress fracture criterion for the analysis of spontaneous crack propagation.
Our analysis shows that a dynamic rupture nucleated in the cracked zone begins to grow slowly due to the relative predominance of non-coplanar interactions. This process radiates the P1 phase. If the crack continues to grow, coalescence with adjacent coplanar cracks occurs after a short time. Then, coplanar interactions suddenly begin to prevail and crack growth is accelerated; the P2 phase is emitted in this process. It is interpreted that the two distinct phases appear in the process of the transition from non-coplanar to coplanar interaction predominance. 相似文献
We propose a theoretical model that can naturally explain the above nucleation behaviour. The model is 2-D and the deformation is assumed to be anti-plane. A key clement in our model is the assumption of a zone in which numbers of pre-existing cracks are densely distributed; this cracked zone is a model for the fault zone. Dynamic crack growth nucleated in such a zone is intensely affected by the crack interactions, which exert two conflicting effects: one tends to accelerate the crack growth, and the other tends to decelerate it. The accelerating and decelerating effects are generally ascribable to coplanar and non-coplanar crack interactions, respectively. We rigorously treat the multiple interactions among the cracks, using the boundary integral equation method (BIEM), and assume the critical stress fracture criterion for the analysis of spontaneous crack propagation.
Our analysis shows that a dynamic rupture nucleated in the cracked zone begins to grow slowly due to the relative predominance of non-coplanar interactions. This process radiates the P
176.
腾格里沙漠东南缘降尘粒度特征和沉积速率 总被引:15,自引:9,他引:15
从多年降尘实测资料入手,分析了粉尘粒度特征、沉积速率和时变过程。提出了气象要素相关估测模型.确定0.25mm为本区粉尘沉积粒径上限。周围沙漠是粉尘沉积细砂部分的尘源,粉砂和粘土部分沉积来自一个较大的时空范围,二者几乎各占降尘量的1/2。研究区年平均粉尘沉积速率4358kg/hm2,每年5月的季风转期具有年内最大沉积速率。 相似文献
177.
178.
We studied the existence of dynamical stochastic relations in the evolution of the am index. A first analysis of the autocorrelation functions showed evidence of several seasonalities. We first used linear (ARMA) models, and it was found that these do not account for the whole internal dynamics of the data series. We then used various non-linear models to provide a better fit to reality. The forecast performances of the non-linear models are not significantly different from those of the linear model. We give a tentative explanation for the failure of the non-linear predictions. Finally, ARCH models were used in order to take into account the fact that the confidence interval for the predicted value depends on past observations. 相似文献
179.
以P-T-t轨迹为手段,有助于探讨变质作用随大地构造演化或变迁而动态演化的特点,本文主要讨论了古元古代普遍出现的低压高温变质作用、高压高温变质作用及其P-T-t轨迹,而且讨论了高压低温变质作用在古元古代很少出现的原因。在此基础上,综述了以上各类变质作用的各种可能的构造成因模式。 相似文献
180.
The preparation of the preliminary seismic hazard maps of the territory of Slovenia has been based on an expansion of the basic approach laid out by Cornell in 1968. Three seismic source models were prepared. Two of them are based mainly on the earthquake catalogue using the Poissonian probability model. A map of seismic energy release and a map of earthquake epicenter density are used to delineate seismic sources in these models. The geometry of the third model which is based on a rough estimate of seismotectonic setting is taken from the probabilistic seismic hazard analysis of a nuclear power plant in Slovenia. Published ground motion attenuation models based on strong motion records of recent strong earthquakes in Italy are used. Test maps for variable and uniform b-values are presented. The computer program, Seisrisk III, developed by the U.S. Geological Survey is used. 相似文献