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61.
The phase velocity and the attenuation coefficient of compressional seismic waves, propagating in poroelastic, fluid-saturated, laminated sediments, are computed analytically from first principles. The wavefield is found to be strongly affected by the medium heterogeneity. Impedance fluctuations lead to poroelastic scattering; variations of the layer compressibilities cause inter-layer flow (a 1-D macroscopic local flow). These effects result in significant attenuation and dispersion of the seismic wavefield, even in the surface seismic frequency range, 10–100 Hz. The various attenuation mechanisms are found to be approximately additive, dominated by inter-layer flow at very low frequencies. Elastic scattering is important over a broad frequency range from seismic to sonic frequencies. Biot's global flow (the relative displacement of solid frame and fluid) contributes mainly in the range of ultrasonic frequencies. From the seismic frequency range up to ultrasonic frequencies, attenuation due to heterogeneity is strongly enhanced compared to homogeneous Biot models. Simple analytical expressions for the P -wave phase velocity and attenuation coefficient are presented as functions of frequency and of statistical medium parameters (correlation lengths, variances). These results automatically include different asymptotic approximations, such as poroelastic Backus averaging in the quasi-static and the no-flow limits, geometrical optics, and intermediate frequency ranges. 相似文献
62.
Hazard mapping based on macroseismic data considering the influence of geological conditions 总被引:1,自引:0,他引:1
The object of this study is to consider directly the influence of regional geological conditions on the assessment of seismic hazard. It is assumed that macroseismic data at individual locations contain, in an average way, the influence of geological conditions.A Data Base referring to 199 historical (5) and instrumental (194, in the 1947–1993 period) events with macroseismic information in 1195 locations of Portugal was built. For any given seismic event, whenever macroseismic information was available at a location (town, village, etc.), an EMS-92 intensity value was estimated. To each one of those locations a geological unit, representing the most common type of soil, was assigned, based on the Geological Portuguese Map at a scale 1:500 000; the geological units were grouped into three categories: soft, intermediate and hard soils.The Data Base was used to determine the attenuation laws in terms of macroseismic intensity for the three different geological site conditions, using multiple linear regression analysis. The reasonability of the laws was tested by (i) checking residual distributions and (ii) comparing the map of isoseismals of important earthquakes with the isoseismals generated by the attenuation curves derived for each one of the three different soil classes, taking into consideration the soil class of each site. The main results of attenuation modeling are: high dispersion on macroseismic intensity data; all the models predict intensity values, for short hypocentral distances, lower than the ones observed; and for some important analyzed earthquakes and for the observed range of distances, the models confirm the expectancy that macroseismic intensity increases from hard to soft soil.The approach to obtain the hazard assessment at each location consisted in the use of the attenuation law specifically derived for the class of soil of that particular location. This method, which considers the influence of the regional geology, was illustrated with the mapping of hazard for the country for several return periods. Comparison with previous maps not taking into consideration the regional geological conditions emphasizes the importance of this new parameter. It can be concluded that (i) soil segmentation is clearly the cause for hazard increase in the region to the north of Lisbon, especially at sites with soft and intermediate soils as the ones in lower Tagus valley; the maximum increase on hazard is, in any case, less than one degree; (ii) when geological conditions are disregarded in the attenuation regression analysis, hazard pattern is similar to the one obtained for the case of hard soil everywhere. 相似文献
63.
We present an overview of our recent results on utilizing small earthquakes in the earthquake engineering practice. Site-specific ground motion time-histories of large earthquakes can be successfully simulated using recordings of small earthquakes which are often referred to as 'empirical Green's functions' in seismology. Another important practical problem is whether and how these observations can be used in seismic risk studies which are based on empirical attenuation relations for ground motion parameters. We study a possibility of extrapolating attenuation relations for small earthquakes, to larger magnitudes using the data from the Garner Valley downhole array in Southern California. Finally we introduce efficient ground motion processing techniques in frequency- and time-domains and apply them to site response estimation. 相似文献
64.
In situ seismic attenuationQ−1logs are derived from borehole velocity profiles and reveal sharp boundaries between morphologies of the extrusive volcanic layers in intermediate- and slow-spreading oceanic crust.Q−1logs are calculated from the scattering attenuation associated with vertical velocity heterogeneity in Ocean Drilling Program Holes 504B and 896A and in Hole 395A, located in 5.9–7.3 Ma crust on the Pacific and Atlantic plates, respectively. Our results strongly tie crustal properties to seismic measurables and observed geological structures: we find that the scattering attenuation can be used to identify the extrusive volcanic sequence because it is closely related to changes in the degree of vertical heterogeneity. We interpret a distinct decrease in the Q−1log at the transition below the extrusive volcanic layer to correspond with the seismic layer 2A/2B boundary. The boundary is located at 465 m depth below the sea floor in both Hole 395A and 504B, although this is likely to be a coincidence of the sediment thickness at these sites. Layer 2A is estimated to be approximately 150 m thick in Hole 504B and > 300 m thick in Hole 395A. Cyclic sequences of high-porosity pillows and low-porosity massive units in the uppermost 100 m of volcanics in Hole 395A result in large velocity heterogeneities which cause > 5 times more attenuation in this layer than in Hole 504B. In Hole 896A, by contrast, fewer pillows, more massive flows, and a greater volume of carbonate veins decrease the velocity heterogeneity and attenuation significantly over only 1 km distance from Hole 504B. We conclude that the attenuation in the extrusive volcanics of the ocean crust is largely controlled by variation in local heterogeneity and morphology as well as by subsequent hydrothermal alteration. The observed differences inQ−1profiles and layer 2A thickness at these sites may be attributed to variations in the volume and duration of volcanic activity at mid-ocean spreading centers for these Pacific and Atlantic ridge segments. 相似文献
65.
滇西地区地处欧亚板块碰撞或俯冲的边界地带,曾受到多期构造运动的影响,其地质环境和构造背景十分复杂,是我国地震活动比较活跃的地区之一. 本文选用国家、地方和流动数字台网的16个台站的远震记录. 其中PASSCAL甚宽频带流动地震台站4个,提取有效接收函数近2 000条. 两条测线的直线距离分别为650 km和450 km, 横切了滇西地区的一些主要构造单元. 研究表明,怒江断裂可能是一条具有俯冲性质的缝合线. 川滇菱形块体东西两侧的分界线¾红河断裂和小江断裂可能是直立的缝合线或碰撞带. 攀西构造带仍具有大陆裂谷的特征,即地表凹陷、上地幔隆起. 滇西地区的构造格局具有一定的规律性,造山带与缝合线相间分布. 滇西地区由北向南地壳厚度渐次减薄,S波速度整体偏低. 相似文献
66.
This article has two purposes. Firstly, a validation exercise of the modal summation technique for the computation of synthetic
strong-motion records is performed for two regions of Europe (Umbria-Marche and south Iceland), using a variety of region
specific crustal structure models, by comparing the predicted ground motion amplitudes with observed motions. It is found
that the rate of decay of ground motions is well predicted by the theoretical decay curves but that the absolute size of the
ground motions is underpredicted by the synthetic time-histories. This is thought to be due to the presence of low-velocity
surface layers that amplify the ground motions but are not included in the crustal structure models used to compute the synthetic
time-histories.
Secondly, a new distance metric based on the computed theoretical decay curves is introduced which should have the ability
to model the complex decay of strong ground motions. The ability of this new distance metric to reduce the associated scatter
in empirically derived equations for the estimation of strong ground motions is tested. It is found that it does not lead
to a reduction in the scatter but this is thought to be due to the use of crustal structure models that are not accurate or
detailed enough for the regions studied.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
67.
Estimation of annual actual evapotranspiration from nonsaturated land surfaces with conventional meteorological data 总被引:1,自引:0,他引:1
QIU Xinfa ZENG Yan MIAO Qilong & YU Qiang . Department of Geography Nanjing Institute of Meteorology Nanjing China . Institute of Geographic Sciences Natural Resources Research Chinese Academy of Sciences Beijing China 《中国科学D辑(英文版)》2004,47(3)
Land surface evapotranspiration is an important component both in earth surface heat and water bal-ance, on whose budgets weather and climate depend, to a great extent, for their changes are responsible for the formation and variation of vegetation features on the globe. Besides, the evapotranspiration is an im-portant topic of short-term flood forecasting and the estimation of runoff from mountainous sides. As a result, the problem as to the evapotranspiration has been one of the concerns in … 相似文献
68.
巫山县污水处理厂高填方地基湿化变形试验研究 总被引:3,自引:5,他引:3
结合巫山县污水处理厂高填方工程,选取压实粘性土样,在室内进行了接近实际应力路径下的“单线法”湿化变形试验,研究了土样在不同的压实度、固结压力和湿化历史下的湿化机理、湿化前后的应力.应变关系及强度变化规律。取得的湿化变形试验成果表明,湿化使土样的变形模量和强度均有所降低;湿化变形不仅包括湿化体应变,而且包括湿化偏应变;随着压实度的增加,湿化变形减小。试验成果为巫山县污水处理厂高填方地基的填筑设计、控制湿化变形的措施和附加压密措施提供了依据。 相似文献
69.
矿产品供需关系决定矿产品价格的市场走向,运用供需二维图解可以预测矿产品供需动态,给出精确的供需二维图要注意资源增加与减少、代用材料和新产品开发等因素,指出精心积累矿产品供需资料,仔细观察供需关系,可以预测矿产品价格和市场走向。 相似文献
70.
云南会泽超大型铅锌矿床成因研究中的几个问题 总被引:6,自引:0,他引:6
位于川-滇-黔铅锌多金属成矿域中南部云南会泽超大型铅锌矿床可能是一种新的铅锌矿床类型,该类铅锌矿床明显特征是规模大、品位富、伴生有用元素多,暗示其成矿环境较为特殊。从成矿时代、成矿物质来源、成矿流体来源与演化,以及峨眉山玄武岩与成矿的关系等方面分析了会泽超大型铅锌矿床的研究进展及国内外研究现状,认为矿床成矿时代与西南大面积峨眉山玄武岩成矿时代相近,成矿物质和成矿流体具有“多源性”,成矿流体存在均一化过程,区域大规模流体运移在该区铅锌成矿过程中具有重要意义,峨眉山玄武岩岩浆活动与铅锌成矿具有密切的成因联系,矿床可能为“均一化成矿流体贯入成矿”的产物。 相似文献