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1.
通过功率谱分析和波阻抗函数计算,本文证实了Aureol 3卫星在电离层高度上(>600km)观测到的极低频(ELF)波场扰动是和舒曼共振相关的电磁振荡.与舒曼共振地面观测相比较,Aureol 3观测到的舒曼共振电场分量具有很好的谐振谱结构,峰值频率和各阶舒曼共振本征频率对应;磁场分量的高阶峰值频率偏离14, 20, 26Hz等舒曼共振本征频率;随着卫星高度的改变,电场与磁场谐振的一阶最大能量峰值并不会发生在同一频率,结合本文分析的数据,分别位于78Hz和10Hz;水平方向的磁场分量更接近南北方向的线极化而不是地球-电离层空腔中的椭圆极化;波阻抗随频率表现出不太规则的准正弦振荡,它会随着频率增加和飞行高度上升呈现减小的趋势.虽然舒曼共振信号和电离层密度梯度间的非线性作用可以解释舒曼共振空间观测的部分特征,但需加入其他机制,如电离层不稳定性,传播模式的耦合,进一步了解电离层高度上舒曼共振各种特征产生的原因.  相似文献   

2.
本文对磁化等离子体非相干散射理论谱下的共振线进行了研究,简要介绍了等离子体线和回旋线的色散关系,并通过理论分析给出了二次回旋谐频处等离子体线分裂现象的色散关系.结合三亚非相干散射雷达(Sanya Incoherent Scatter Radar,SYISR)实际参数,对回旋线以及低频振荡、高频共振进行了分析讨论.分析后认为:SYISR拥有观测夜间200 km以下和400 km以上回旋线的可能性;在白天仅存在观测到H+振荡谱线的可能性;若观测数据足够良好,将可以观测到二次以及三次回旋谐频处的等离子体线分裂现象.  相似文献   

3.
水库地震是一种复杂的地质运动。许多研究者认为水库地震是在水岩和渗压共同作用下诱发的,本文作者认为这还不能充分解释高震级、高频度的水库地震活动。通过研究发现在水库地震的发生过程中存在非线性共振现象,它和高震级的水库地震的发生有直接关系。本文从尖点突变模型出发解释非线性共振现象的本质,并据此进一步研究水库诱发地震的机理。  相似文献   

4.
关于波浪作用下粉土质海床中共振现象的解释   总被引:8,自引:0,他引:8  
本文详细讨论了粉土质床在波浪作用下所呈现共振现象的力学机制。利用有限深海床下波浪载荷对土层响应的研究,系统地比较了理论计算结果和实验结果。提出在波浪作用下粉土质土层中存在着一硬土层,从而引发Bragg共振。  相似文献   

5.
历次震害表明隧道等地下结构受地震影响较大,当地震动的卓越频率与结构的固有频率一致时,引发的共振会对结构产生更严重的破坏。针对共振这一地震中的特殊现象,通过ANSYS分析研究浅埋偏压黄土隧道在双向地震耦合作用下隧道衬砌各处的共振响应和围岩至衬砌段共振响应峰值的变化规律,同时考虑偏压角度和断面最大跨径对共振响应峰值的影响。研究结果表明:浅埋偏压黄土隧道具有多阶固有频率,衬砌的位移和应力均出现了共振现象且共振不表现出结构的自振频率特征;从围岩至衬砌段的共振响应具有放大效应;水平位移峰值随偏压角度的增大而减小;适当增大断面最大跨径对于抵抗共振是有利的;拱腰和拱脚处的主应力受共振影响较大,在隧道的抗震设计中应予以加强。  相似文献   

6.
以随机共振理论为基础,从随机动力学的角度模拟研究了地球气候10万年周期变化的形成机理.将理想反照率模型与气候系统的地质证据和观测事实相结合,构建了新的反照率模型;并将其引入零维能量平衡模式后,形成了满足双稳条件的非线性系统.基于这一系统,模拟研究了同时考虑太阳辐射周期变化和各种随机扰动时的气候系统10万年周期变化情况.结果表明,当噪声强度达到一定数值时,均可产生随机共振现象.但是这种噪声强度在实际的气候系统中并不存在.为了解释弱的太阳辐射周期变化强迫产生10万年冰期、间冰期旋回的机制,除了考虑太阳辐射随机扰动量,还需要考虑其他非太阳辐射随机扰动量对这一气候变化过程的随机动力学影响.对同时考虑太阳辐射随机扰动量和非太阳辐射随机扰动量的模拟分析结果表明,当同时引入适当的、目前观测到的这两类随机扰动量时,也可以产生随机共振现象,其中太阳辐射随机扰动的贡献率约为38%,证明太阳辐射随机扰动对10万年气候周期的形成具有重要作用.  相似文献   

7.
根据共振声谱原理,建立了气液两相介质中圆柱共振腔共振声谱的实验测量系统,研究了共振腔体中不同含量的气体对共振声谱的幅度和共振频率的影响.实验结果表明:共振幅度和共振频率随着气体流量的增加都呈指数衰减变化趋势,但共振幅度比共振频率的衰减速度快,都可反映气体流量的变化.另外,在理论上,推导了均匀流体模型气液两相介质中的圆柱共振腔的共振频率计算公式,并模拟计算了共振频率和气体含量的变化规律曲线.理论研究结果表明,随着持气率的增加,共振频率减小;当持气率较小时,共振频率衰减较快.这一结论已经被本文实验测量结果所验证.理论和实验研究表明,利用共振声谱法可以检测气液混相介质中气体含量,它为发展生产井中气液两相流分相含量检测方法提供一种可能的途径.  相似文献   

8.
在利用地面磁共振方法进行地下水探测时,要求发射频率与拉莫尔(Larmor)频率相同.由于地磁场的不均匀性和噪声干扰,实际测量时无法获得准确的Larmor频率,导致发生偏共振现象.如果假设磁共振或频率偏量未知时,反演得到的含水量和弛豫时间(T2*)将存在较大误差.为了解决未知Larmor频率情况下的准确探测问题,本文在频率环测量方案的基础上提出了双频磁共振探测方法,即只需知道Larmor频率的范围区间,通过区间外的两个频率进行偏共振激发,利用频率差值的一半作为频率偏量计算核函数,即可消除未知Larmor频率的影响.通过仿真实验,证明了在电阻率大于100 Ωm时,双频磁共振和偏共振的核函数偏差较小.对于双层含水层模型,双频磁共振和偏共振的信号偏差小于3 nV,因此得到双频磁共振信号可以用偏共振核函数进行反演.通过对假设磁共振、假设偏共振和双频磁共振反演结果的对比,可以得到在未知频率偏量和设定频率偏量改变时,双频磁共振均能得到准确的反演结果.但是,当环境噪声增加和电阻率降低时,反演结果的准确度降低.最后,通过长春市烧锅镇采集数据的反演结果与已知钻探资料进行对比,验证了双频磁共振探测方法的有效性和准确性.  相似文献   

9.
我国有许多地震区分布于东北、青藏高原、天山、阿尔泰山及祁连山等冻土区.冻土地区在地表冻结深度达到一定厚度时,刚性多层砖房的地震震害加剧.沾河地震现场地脉动的实测研究结果表明,这是硬而厚的冻土层使地面卓越周期变短.若与刚性多层砖房的自振周期相合拍或接近则引起共振或类共振现象,导致震害加剧本文推荐在基础粱与承重墙根下的钢筋混凝土圈梁之间铺设砂层作为隔震措施.通过模拟地震振动台输入地震波进行模型试验研究,确认可以解决冻土地基因地面卓越周期改变而加剧刚性结构震害的问题.  相似文献   

10.
等离子体波动与带电粒子的共振相互作用一直是磁层物理学的研究热点.作为一种常见的宽频、右旋极化等离子体波动,等离子体层嘶声在地球磁层电子的损失过程中起到了重要作用.其中,嘶声波对电子的回旋共振散射被认为是辐射带槽区形成的主要机制,而人们对嘶声波与电子的弹跳共振机制的理解却相对匮乏.本文旨在细致研究嘶声波与槽区电子的弹跳共振相互作用,明确其对槽区电子动态演化过程的影响.研究发现,嘶声波与电子的弹跳共振可以造成槽区电子在高投掷角(80°~90°)处明显的投掷角扩散.相比于低能(<~100 keV)电子,嘶声波引起的高能(>~100 keV)电子的弹跳共振效应明显更强.槽区电子的弹跳共振投掷角扩散系数对于L-shell、地磁活动条件和共振阶数都有着很强的依赖性.随着L-shell的增大和地磁活动的增强,嘶声波对电子的弹跳共振散射效应显著增强.对于低能电子,共振阶数对总散射系数的贡献随阶数的升高而增大;而对于低L-shell处的高能电子,共振阶数对总散射系数的贡献随阶数的升高而呈现先增大后减小的趋势.嘶声波与槽区电子的弹跳共振相互作用可以有效地将高投掷角电子散射到较低的投掷角上,进而...  相似文献   

11.
研究无穷大介质中的井孔本征模问题.从有限半径的波导出发,分析半径无限增大的极限情况,证明无穷大介质中的井孔有离散和连续两类本征模,组成正交完备基.进而应用它们分析计算分层介质中井孔的声场,算得孔外分层介质在孔内产生的反射波.  相似文献   

12.
Wave propagation in soil is dependent on both the stiffness and the material damping of the soil. While some researchers have performed finite element modelling of resonant column tests and wave propagation in soil, most do not describe the methodology in detail and there is little or no verification of the correctness of the model. Viscoelastic model has been used to model wave propagation in soil. However, the determination of the parameters in the viscoelastic model is complicated and the parameters may not be related to the soil properties. This paper presents a simplified viscoelastic model with soil parameters obtainable from advanced geotechnical testing to simulate wave propagation in soil medium taking into account of material damping. The viscoelastic material model was first calibrated by replicating torsional, longitudinal and flexural modes resonant column tests. The relationships between the parameters of the simplified viscoelastic model and their corresponding stiffness and damping properties were investigated. An equation was proposed to correlate the decay constant used in the simplified viscoelastic model and the material damping ratio obtained through the application of the logarithmic decrement method on the modelled resonant column test results. The simplified viscoelastic model was then evaluated by modelling wave propagation in a semi-infinite medium. Results indicated that the viscoelastic model with parameters as proposed in this paper is able to model wave propagation in soils.  相似文献   

13.
14.
There is increasing observational evidence of nonlinear wave–wave interactions in space and astrophysical plasmas. We first review a number of theoretical models of nonlinear wave–wave interactions which our group has developed in the past years. We next describe a nonlinear three-mode truncated model of Alfvén waves, involving resonant interactions of one linearly unstable mode and two linearly damped modes. We construct a bifurcation diagram for this three-wave model and investigate the phenomenon of intermittent chaos. The theoretical results presented in this paper can improve our understanding of intermittent time series frequently observed in space and astrophysical plasmas.  相似文献   

15.
Bottom pressure gauges deployed in bays of Shikotan Island (South Kuril Islands) recently recorded two tsunamis: the Simushir (Kuril Islands) tsunami of January 13, 2007 generated by a local earthquake with magnitude M w = 8.1 and the Peruvian tsunami of August 15, 2007 generated by a distant earthquake, M w = 8.0. The records enabled us to investigate the properties of these two tsunamis and to estimate the effect of the regional and nearshore topography on arriving tsunami waves. Eigen periods and spatial structure of resonant oscillations in particular bays were examined based on results of numerical modeling. Significant amplification of the fundamental (Helmholtz) resonant modes in Malokurilskaya Bay (19 min) and in Krabovaya Inlet (29 min) and some secondary modes was caused by the Simushir tsunami. The considerably different geometry and bottom topography of these bays, located on the inner coast of the island, determine the differences in their eigen periods; the only mutual peak, which was found in both basins, had a period of 5 min and was probably related to the source features. The Peruvian tsunami was clearly recorded by the bottom pressure gauge in Tserkovnaya Bay on the outer (oceanic) coast of the island. Three dominant periods in the tsunami spectrum at this bay were 60, 30 and 19 min; the latter period was found to be related to the fundamental mode of the bay, while the other two periods appear to be associated with the shelf resonant amplification of tsunami waves arriving in the region of the South Kuril Islands. The prevalence of low-frequency components in the observed tsunami spectrum is probably associated with the large extension of the initial source area and faster decay of short period waves during the long trans-oceanic tsunami propagation.  相似文献   

16.
Abstract

Analysis of a two-layer, flat-bottom, steady-wind driven, eddy-resolving general circulation model reveals a distinct separation in frequency of baroclinic and barotropic motion in the region distant from the model Gulf Stream. The far-field motions at periods less (greater) than about 100 days are predominantly barotropic (baroclinic), unlike the near-field, eddy-generating, free-jet region which contains barotropic and baroclinic energy throughout the modei frequency range. The far-field barotropic energy produces a peak in the model sea-level spectra between 25 and 50 days with a magnitude comparable to energy levels observed in spectra of sea level from oceanic island tide gauges. The far-field barotropic motion is clearly composed of large-scale, resonant, barotropic normal modes drive by mesoscale activity of the turbulent, free-jet region. Oceanic mesoscale turbulence may therefore provide for planetary normal modes an excitation mechanism distinct from atmospheric forcing. The open-ocean, barotropic, model response is very similar to that of a fluctuating-wind driven model, which suggests that atmospheric and intrinsic forcing of mid-ocean eddies may be of comparable importance.  相似文献   

17.
Oscillations within an enclosed rectangular harbor and a set of partially opened rectangular harbors with various widths and locations of entrance induced by cubic water surface disturbances with different initial heights and locations are simulated using FUNWAVE 2.0 model. The height and the location of the cubic water surface disturbance refer to its thickness and its relative horizontal position inside the harbor, respectively. The water depth inside and outside all harbors is set to be constant. The aim of this paper is to investigate how different heights and locations of the water surface disturbance and various widths and locations of harbor entrance affect the oscillations inside the harbor. Results show that for the given harbors and the range of the initial height of water surface disturbance studied in this paper, all the response amplitudes of various eigenfrequencies increase linearly with the initial height of water surface disturbance. The variations of the initial location of water surface disturbance along the backwall and sidewall of the harbor can significantly change the transverse and longitudinal oscillation patterns of various modes, respectively. The effects of the variations of the width and location of the harbor entrance on the response amplitudes of various resonant modes both depend on the relative positions of their node lines and antinode lines to the harbor entrance.  相似文献   

18.
Although the study of topographic effects on the Rossby waves in a stratified ocean has a long history, the wave property over a periodic bottom topography whose lateral scale is comparable to the wavelength is still not clear. The present paper treats this problem in a two-layer ocean with one-dimensional periodic bottom topography by a simple numerical method, in which no restriction on the wavelength and/or the horizontal scale of the topography is required. The dispersion diagram is obtained for a wavenumber range of [?π/L b , π/L b ], where L b is the periodic length of the topography. When the topographic?β?is not negligible compared to the planetary β, the Rossby wave solutions around the wavenumbers which satisfy the resonant condition among the waves and topography disappear and separate into an infinite number of discrete modes. For convenience, each mode is numbered in order of frequency. As topographic height is increased, the high frequency barotropic Rossby wave (mode 1) becomes a topographic mode which can exist even on the f plane, and the highfrequency baroclinic mode (mode 2) becomes a surface intensified mode. Behaviors of low frequency modes are somewhat complicated. When the topographic amplitude is small, the low frequency baroclinic modes tend to be bottom trapped and the low frequency barotropic modes tend to be surface intensified. As topographic amplitude further increases, the relation between the mode number and vertical structure changes. This change can be attributed to the increase of the frequency of the topographic mode with the topographic amplitude.  相似文献   

19.
基于微扰理论,研究了内部存在一个同轴圆柱扰动体时圆柱谐振腔共振频率的偏移问题.其中,圆柱谐振腔的边侧面是刚性的,上下底面应力自由.经过推导,得出了圆柱扰动体存在时谐振腔的声势与共振频率的表达式.在此基础上,分析了谐振腔与圆柱扰动体各种参数对谐振腔共振频率的影响.数值模拟结果表明,谐振腔的共振频率受扰动体在谐振腔中的位置影响较大.圆柱谐振腔的共振频率在圆柱扰动体居中时是最大值,并且其共振频率对扰动体的声速敏感;当扰动体在谐振腔两端时,谐振腔共振频率是最小值,并且其对扰动体的密度敏感.最后,通过数值模拟结果和实验测量结果之间的对比,发现两者的基本变化趋势是吻合的.  相似文献   

20.
In a previous paper (Grimshaw, 1987) the resonant forcing of coastally trapped waves was discussed in the barotropic case. In order to extend that theory to more realistic situations, we have considered the analogous theory whereby a longshore current interacts with a longshore topographic feature, or the forcing is due to longshore wind stress, for the case of the continuously stratified ocean. As in the previous theory, near resonance, when a long-wave phase speed is close to zero (in the reference frame of the forcing), the wave motion is governed by a forced evolution equation of the KdV-type. The behaviour of the wave field is characterized by three parameters representing the bandwidth for resonance, the forcing amplitude and the dissipation. We have evaluated these parameters in various practical cases, and found that the bandwidths, which scale with 1/2 when the forcing has dimensionless amplitude , can often be quite broad. Typically the second, third, or higher, modes may be resonant. Concurrently, the dissipation is also usually significant, leading to a steady state balance between the forcing, dissipation and nonlinear terms.  相似文献   

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