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1.
We analyze the dependence of the magnitude of the magnetic field, its three components, and the clock angle in the magnetosheath just in front of the magnetopause on the same values in the solar wind before a shock wave using the data of the THEMIS experiment. We take into account the time delay of the solar wind arrival at the subsolar point of the magnetopause. We obtain dependencies of the components of the magnetic field and the clock angle at the magnetopause on the corresponding quantities in the solar wind for different averaging intervals. We point to the events for which the direction of the magnetic field at the magnetopause is highly different from the direction of the magnetic field in the solar wind up to the sign change.  相似文献   

2.
本文对弥勒井2004~2016年井水位同震响应形态及地震前后井水位潮汐参数变化关系特征进行分析。结果表明,在弥勒井水流运动方向总体是以垂向流为主、径向流为辅的前提下,天然因素(地震)和人工因素(洗井、装置改造)均可改变含水层水流运动方向。当震前潮汐因子和相位差反向变化时,能量较大的地震可以改变其水流运动方向,使震后潮汐因子和相位差呈同向变化,水流运动方向由以垂向为主变为以径向为主;能量较小的地震只是改变其含水层渗透系数,没有改变其水流运动方向,震后仍以垂向流为主。当震前潮汐因子和相位差呈同向变化时,能量较大的地震发生可以使径向含水层渗透系数增大,水流运动方向不变,震后仍以径向为主。通过分析潮汐参数变化,可以进一步得知井-含水层径、垂向流渗透系数的变化,为进一步精确计算含水层参数提供了参考。  相似文献   

3.
Studies on the effect of near-surface overburden soil layers on seismic motion have shown that the overburden soil layers have a significant impact on the seismic effect of the site due to the formation age, genetic type, thickness difference, structure, and dynamic characteristics of the soil layers. In this paper, the one-dimensional seismic response analysis of a nuclear power plant site containing a thick hard interlayer was conducted to discuss the influence of the hard interlayer thickness on the site seismic response, so as to provide a basis for determining the seismic motion parameters for seismic design of similar sites. Based on the engineering geological data of a nuclear power plant site, five models of one-dimensional soil-layer seismic response analysis were built, and the equivalent linear method of the one-dimensional site seismic response was applied to analyze the effect of the interlayer thickness on the peak acceleration and the acceleration response spectra of the site seismic response. The seismic response characteristics of the site and influence rules of the hard interlayer thickness are summarized as follows:1)Under different input seismic motion levels, the peak acceleration at the top of the hard interlayer was less than the input peak acceleration, and the peak acceleration at the ground surface of site was greater than the input peak acceleration. 2)Under the same input seismic motion, the ratios of the peak accelerations at the top of hard interlayer to the input peak accelerations were smaller than the ratios of the peak accelerations at the ground surface to the input peak acceleration, and these ratios first decreased and then increased gradually with the increase of the hard interlayer thickness; while for the same hard interlayer thickness, these ratios gradually decreased as the input peak acceleration increasing. 3)For the same input seismic motion, the ratios of the peak accelerations at the ground surface of site to those at the top of the hard interlayer increased gradually as the hard interlayer thickness increased; however, corresponding to different hard interlayer thicknesses, the variation characteristics of ratios which are the peak accelerations at the ground surface of site to those at the top of the hard interlayer were inconsistent with the increase of the input peak acceleration. 4)The hard interlayer had a significant influence on the short-period acceleration response spectrum and the thicker the hard interlayer was, the wider the influence frequency band would be; while for a special hard interlayer thickness, the influence frequency band is certain, and the hard interlayer had little effect on the acceleration response spectrum coordinates outside this frequency band, the longer the period is, the less the influence of the hard interlayer on the acceleration response spectrum coordinates. The seismic response characteristics of the site and influence rules of the hard interlayer thickness indicate that the hard interlayer thickness has a significant impact on the peak acceleration and the acceleration response spectra of the site seismic response, and the hard interlayer has obvious isolation effect at the seismic motion, and the increase of its thickness reduces the nonlinear effect of the site and leads to the wider influence frequency band. Meanwhile, the higher the input peak acceleration is, the stronger the nonlinear effect of the site, and it's remarkable that the soft layer overlying the hard interlayer has a significant amplification effect on the seismic motion.  相似文献   

4.
地面摩擦和大尺度流场是影响锋面气旋结构演变的重要因子,本文使用WRF模式并采用湿物理方案,通过理想化试验,综合考虑陆面摩擦、气旋式扰动相对于急流位置和大尺度流场对锋面气旋结构变化的影响.结果表明:当仅考虑单一因子时,气旋式扰动位于急流南侧和辐合流流场有利于气旋形成Shapiro-Keyser(S-K)模型结构.当同时考虑地面摩擦和大尺度辐合时,气旋式扰动位于急流北侧的气旋发展整体向经典的挪威气旋模型转变;扰动位于急流南侧的的气旋发展则整体呈现S-K模型结构,此时辐合流场有利于S-K模型结构出现.当同时考虑地面摩擦和大尺度辐散时,扰动处于急流北侧的气旋呈现挪威气旋模型结构;由于气旋式扰动穿越急流和辐散流场同时有利于暖锋后弯发展以及冷暖锋距离加大和锋消,扰动处于急流南侧的气旋呈现典型S-K气旋模型结构.这个结果解释了在东亚大陆地区辐散场形势下出现的S-K模型结构气旋个例.  相似文献   

5.
利用最小二乘拟合法进行多站地磁日变基值归算   总被引:1,自引:0,他引:1       下载免费PDF全文
多站日变改正技术是解决远海区大范围磁力测量地磁日变改正的关键技术,然而多站日变改正中,为了减小磁场水平差异的影响,分站日变基值必须向主站归算.基于地磁日变化的时空特点,尝试将最小二乘拟合法引入到多站日变基值归算中,并采用多站同步观测数据对方法的有效性进行了验证.结论表明:当主站和分站日变性质相似时,最小二乘拟合法可以取得良好的效果,且对同步观测时段低.但是当日变性质差异较大时,则应当采用传统的同步比对法.  相似文献   

6.
基于尘埃等离子体Mie-Debye散射模型,研究平衡态下尘埃等离子体中带电尘埃的电磁散射特性.根据输运理论计算高层大气环境中尘埃等离子体层的电磁散射场,给出电磁波垂直入射时尘埃等离子体层的反射函数,同时分析不同浓度、不同粒径分布状态下尘埃等离子体层对电磁波传播的影响.结果表明:尘埃粒子尺度对其电磁散射特性影响非常大;在对数正态分布情况下,当入射波长远大于Debye半径时,尘埃等离子体的散射主要表现为Debye散射,而入射波长远小于Debye半径时,Mie散射占主要部分;并且尘埃等离子体层对电磁波的衰减随尘埃粒子浓度以及尘埃粒子半径的增大而明显增强.  相似文献   

7.
Apatite Fission Track (AFT) data from the Songliao Basin indicates that the late stage tectonic movements in the Songliao Basin have zoning in space and episodes in time. The late stage tectonic movements started from the east part of the basin and migrated westward. AFT ages in the east part of the basin are older than those in the west part of the basin, suggesting that the uplift occurred earlier in the east than in the west. The denudation thickness in the east part of the basin is significantly greater than that in the centre and west. The thermal history evolved two episodes of rapid cooling and subsequent slow cooling processes. Age-depth relationship derived from the AFT data indicates a four-episode denudation history. Further Monte Carlo random simulation of the AFT data reveals the four changing points of the thermal evolution at 65 Ma, 43.5 Ma, 28 Ma and 15 Ma, respectively. The uplifting and denudation rates from different episodes of evolution are proportional to the plate convergence rate. Based on the above analyses and the regional geologic background, it is concluded that the late stage thermal events in the Songliao Basin are the far field response to the subduction of the Pacific Plate under the Eurasian Plate. The first episode of the rapid cooling probably started at the end of the Nenjiang Formation, climaxed at the end of the Cretaceous and ceased at the Late Eocene. The subsequent slow cooling lasts another 15 Ma. The first episode of the evolution is the far field response to the major episode of the Yanshan Movement and subsequent series of the tectonic reorganization, especially the directional change of the Pacific Movement and also the subduction of the Indian Plate underneath the Eurasian Plate. While the second episode of the evolution is the far field response to the extension and closure of the Sea of Japan. Extension led to the migration and converging of the mantle heat flow to the Sea of Japan and resulted in the rapid cooling of the Songliao Basin.  相似文献   

8.
针对曲线桥梁在地震中因固定支座处及桥墩底部受力过大而破坏严重的现象,提出考虑支座摩擦滑移隔震的曲线桥梁抗震设计方法,通过大型振动台模型试验,研究曲线桥梁考虑支座摩擦滑移时的隔震机理。试验结果表明:支座摩擦滑移可有效减小地震作用下曲线桥梁的桥墩加速度响应,但同时会增加桥墩与梁体间的相对位移;曲线桥梁进行隔震设计后,桥墩的应变响应明显减小,证明该设计方法可有效避免地震作用下桥墩底部产生较大的损伤;最后,探讨了考虑支座摩擦滑移时曲线桥梁的隔震机理并与震害进行了对比验证。研究成果可为曲线桥梁的减震隔设计提供新的视角。  相似文献   

9.
The study of magnetization of the ceramic material from 21 archeological monuments of Portugal (the Evora province), dated archeologically from the Bronze Age to the end of the Iron Age has been carried out. For the purpose of more detailed timing of the material from the monuments the method of ceramic age dating on the basis of its porosity has been used. In order to take into account the distorted factors in the determination of the parameters of the ancient geomagnetic field with the aim of the maximal approximation to the actual values the diagnostic features of magnetite weathering have been considered and the level of weathering of the magnetic fraction in the ceramics from archeological monuments has been determined. The data of geomagnetic field-strength variation in the time interval of the 12th century BC to the beginning of the Common Era have been obtained. The field-strength at this time interval varied in the range of 60–90 micro Tesla with the maximal values in the 9th, 8th, and the second half of the 5th to the beginning of the 4th century BC. In addition, the timing of the ceramic material from the urns of the megalithic complex Monte de Tera of the Evora province has been clarified.  相似文献   

10.
土层对地震的随机反应分析   总被引:32,自引:1,他引:31  
利用随机振动理论,本文研究了非均匀土层对地震的动力反应问题,假定土层的剪切模量随深度呈指数函数形式分布,关于基岩输入地震动加速度的功率谱密度函数,考虑了两种形式:白噪声谱和有色谱,为了比较起见,文中考虑了均匀土层的情形,数值计算表明;(1)在基岩输入地震动加速度的功率谱密度为白谱的情况下,土层的最大期望反应(相对位移,绝对加速度,剪应变)大于基岩输入地震动的功率谱为有色谱的情形;(2)在土层的上部  相似文献   

11.
Thermal convection in the mantle is caused by the heat transported upwards from the core and by the heat produced by the internal radioactive sources. According to the data on the heat transfer by the mantle plumes and geochemical evidence, only 20% of the total heat of the Earth is supplied to the mantle from the core, whereas most of the heat is generated by the internal sources. Along with the models that correctly allow for the internal heat sources, there are also many publications (including monographs) on the models of mantle convection that completely ignore the internal heating or the heat flux from below. In this study, we analyze to what extent these approximations could be correct. The analytical distributions of temperature and heat flux in the case of internal heating without convection and the results of the numerical modeling for convection with different intensity are presented. It is shown that the structure of thermal convection is governed by the distribution of the heat flux in the mantle but not by the heat balance, as it is typically implicitly assumed in most works. Heat production by the internal sources causes the growth of the heat flux as a function of radius. However, in the spherical mantle of the Earth, the heat flux decreases with radius due to the geometry. It turned out that with the parameters of the present Earth, both these effects compensate each other to a considerable extent, and the resulting heat flux turns out to be nearly constant as a function of radius. Since the structure of the convective flows in the mantle is determined by the distributions of heat flux and total heat flux, in the Cartesian models of the mantle convection the effective contribution of internal heating is small, and ignoring the heat flux from the core significantly distorts the structure of the convective currents and temperature distributions in the mantle.  相似文献   

12.
本文基于描写滞弹性大气静力适应过程的线性方程组,从波动频散关系、气团运动规律和能量转换的角度出发,研究了水平基流及其垂直切变对该模式大气静力适应过程的影响.构造四种水平基流垂直分布模型进行比较,分别为常数型、线性切变型、反气旋切变型和气旋切变型,得到结论:(1)具有重力波性质的波动是滞弹性大气静力适应过程中扰动能量传播的方式,当垂直折射指数大于零时,基本气流及其垂直切变的存在,不仅改变了波动频率的大小,而且改变波动传播的方向;(2)在静力适应过程中气块的运动轨迹呈椭圆形,水平基流及其垂直切变影响椭圆的扁率,同时也影响扰动物理量之间的偏振关系;(3)水平基流的垂直切变是扰动能量和水平基流能量发生转换的媒介,当存在垂直向上的动量输送时,正的垂直风切变对应扰动能量的衰减,水平基流能量的增加,负的垂直风切变对应扰动能量的增加,水平基流能量的衰减;(4)不同的风的垂直切变模型,对静力适应过程的影响不同;对于水平基流呈反气旋切变型和气旋切变型,扰动发展的波动垂直结构为,急流轴上方波动等相位线自下而上向西倾斜,急流轴下方波动等相位线自下而上向东倾斜,反之亦然.  相似文献   

13.
General inverse of Stokes, Vening-Meinesz and Molodensky formulae   总被引:1,自引:0,他引:1  
The undulation of the geoid, the gravity anomaly and the deflection of the vertical are the three basic observations describing the shape and the gravity field of the earth. The Stokes’ formula that computes the undulation of the geoid using the gravity anomaly on the geoid under spherical approximate conditions was first put forward by Stokes[1]. According to Stokes’ theory, The Vening-Meinesz formula that computes the meridian and the prime vertical components of the deflection of the ve…  相似文献   

14.
讨论了地电阻率观测装置系统深埋条件下的影响系数特征. 采用这类装置的目的在于减小甚至消除来自表层产生的干扰,以提取深部可能的地震信息. 采用水平层状介质模型,应用边界积分方程法计算了不同装置埋深、不同装置参数下的影响系数及其与结构参数间的关系. 结果表明,不同地层影响系数的大小与电阻率结构、电极埋深、供电极距有密切且复杂的关系. 这表明为了有效地压制表层干扰并观测到底层变化,首先需要精细地探查测区电性结构,然后在此基础上,通过理论分析确认装置埋深及选定装置参数.   相似文献   

15.
Understanding the character of variations in the magnetic field of the Earth in the geological past requires a mathematically substantiated method for testing the statistical hypotheses against the real paleomagnetic data. As known, the paleomagnetic data from lava flows are sort of momentary snapshots of the state of the ancient magnetic field. Being quite fragmentary in time and space, these data compose what is referred to as a sample in statistics: on the close discrimination of the lava flows, the internal correlations in the data are absent. It is well known that the distributions of the paleomagnetic directions from the sedimentary data differ from the distributions in lavas, which is mainly due to the effect of averaging of the magnetization over the time interval corresponding to the accumulation of sedimentary layers represented in the rock specimen. Assuming the rate of sedimentation to be known for each specimen, one can suggest the method for the quantitative testing the statistical consistency of the paleomagnetic data in the sediments with the model variations of the magnetic field of the Earth in terms of the Giant Gaussian Process (GGP). It turned out that the averaging effect can well be allowed for by the coefficients of GGP, and the scheme of the further testing is in this case identical to the scheme of testing the paleomagnetic data obtained from lavas.  相似文献   

16.
考虑波流影响的深水群桩基础桥墩地震反应分析   总被引:2,自引:0,他引:2  
用基于ABAQUS软件为平台的平行计算技术,对考虑波流影响的地基土-群桩-桥墩体系进行三维非线性地震反应数值模拟,土体和墩台以八节点等参单元离散,桩以梁单元离散,采用土体黏塑性记忆型嵌套面本构模型描述土的动力特性,采用动力塑性损伤模型描述混凝土的动力特性;基于Morison公式,采用Stokes五阶波浪理论描述表面波流,波浪力以分布力的形式施加于桥墩之上,分析了考虑和不考虑波流作用时不同地震动作用下群桩基础桥墩的地震反应特性,结果表明:波流作用对桩体加速度反应的影响很小,但对桩体相对位移和弯矩的影响显著,波流作用使桩体弯矩和顺流向的相对位移增大、逆流向的相对位移减小,其影响幅度随流速的增大而增大,波流作用与输入地震动特性密切相关。考虑波流作用对深水大型桥梁群桩基础桥墩地震反应的影响是有必要的。  相似文献   

17.
基于自贡西山公园山体地形影响台阵和唐山响堂土层场地台阵的地震动记录, 采用互相关分析、 相干系数分析、 傅里叶谱比法和考虑相干系数的傅里叶谱比法, 对比研究了山体地形和土层场地两种局部场地条件对地震动的影响。 结果表明, 局部场地条件下的地震动效应与地震波的频率成分相关。 低频地震波由于其波长较长, 易于穿过土层场地和山体地形发生衍射, 从而导致二者地震动显著相关, 但二者在该频段的地震动场地效应差异不大; 较高频率的地震波由于其波长较短, 更容易受土层场地条件和山体地形条件的影响, 造成二者地震动场地效应差异显著。 此外, 由于山体顶部的尺寸变小, 低频长波长地震波容易在该位置发生衍射, 导致山顶周边测点的地震动相关性增加, 而较高频率的地震波则容易引起山顶局部场地发生共振效应。 山体地形上相邻位置的地震动差异一般较大, 相关性较低, 这与山体地形不同位置的几何形状对较高频率的地震波影响有关; 山底基岩的地震动受山体地形的影响较小, 该位置的地震动效应机制尚需作进一步研究。   相似文献   

18.
岩石破裂电磁辐射频率与岩石属性参数的关系   总被引:1,自引:0,他引:1       下载免费PDF全文
为进一步明确岩石破裂电磁辐射频率特征,基于岩石破裂电磁辐射是由岩石破裂时传播裂纹引起原子扰动产生的假说, 通过断裂力学理论中小范围屈服条件下张开位移法计算岩石破裂时的裂纹宽度,由单脉冲电磁辐射频率与裂纹宽度之间的关系,研究电磁辐射频率与岩石属性参数之间的关系,并给出了它们之间的关系表达式;单独讨论了不同属性参数对电磁辐射频率的影响.结果表明,电磁辐射频率随弹性模量增大而增大,随岩样尺寸和强度增大而减小,随泊松比的变化、岩石弹模的不同电磁辐射频率有变化;当弹模较小时,泊松比的影响也较小,而当弹模很大,即岩石刚度很大时,泊松比的增大会导致频率的增大;裂纹初始长度的变化受试件尺寸的影响,进而影响频率,当尺寸较大时,裂纹长度对频率影响较小,当尺寸较小时,频率随裂纹长度增大而增大.通过计算几种常见岩石破裂时电磁辐射频率值发现,岩石破裂时电磁辐射频率达到105 Hz量级,这与现有的实验结果相吻合.  相似文献   

19.
The Seasonal Variation of Large Volume Airgun Signals in Hutubi, Xinjiang   总被引:1,自引:1,他引:0  
In order to study the seasonal variation of large volume airgun signals in Hutubi, Xinjiang, we analyzed 2,936 signals of airgun source excitations during 2015-2016 received by a seismograph on the bank of the excitation pool. Firstly, the RMS value of the signal amplitude and the daily average temperature were compared after linearly superimposing the signal in days, to analyze the influence of the surface ice cover on the excitation energy release of the airgun source. The result shows that the ice cover will reduce the excitation energy, and the thicker the ice cover is, the more obvious the excitation energy reduces. Secondly, the time-frequency analysis method was used to analyze the influence of the surface ice cover on the signal frequency. It is concluded that the existence of the ice cover has little effect on the signal frequency, but it will affect the intensity of the signal around 4Hz between 1-2s after excitation. The cause of these phenomena is that the ice cover affects the bubble oscillation, which in turn affects the energy conversion. The study shows that when using the cross-correlation delay method to calculate the wave velocity, the signals can be divided into two periods according to the daily average temperature:with or without ice cover on the upper surface of the excitation pool. This can help eliminate the influence of the source variation and improve the accuracy of the monitoring results.  相似文献   

20.
黏滞阻尼器对拉索参数振动的控制分析   总被引:1,自引:0,他引:1  
提出采用黏滞阻尼器对拉索参数振动进行控制,建立了黏滞阻尼器控制拉索参数振动的运动方程。从频域和时域以及起振幅值等角度,研究了最优黏滞阻尼器对不同垂度拉索参数振动的控制效果;此外,还研究了最优黏滞阻尼器安装位置对拉索参数振动控制效果的影响。研究表明,黏滞阻尼器可以有效控制拉索的参数振动,控制效果与拉索的激励幅值、最优阻尼器的安装位置和斜拉索的垂度有关。激励幅值越大,控制效果一般越差;最优阻尼器的安装位置越靠近跨中,则控制效果越好;黏滞阻尼器对大垂度拉索的控制效果不及对小垂度拉索的控制效果。  相似文献   

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