缓慢移动性Rossby波与大尺度地形的近共振相互作用   总被引：3，自引：0，他引：3  

罗德海  李崇银 《大气科学》2000,24(2):271-283

通过考虑西风角动量（基本气流的二阶修正）对缓慢移动性Rossby波的反馈作用,建立起缓慢移动性Rossby波与大尺度地形近共振相互作用的理论模型,使用4阶Runge-Kutta方法对该模型进行数值计算可以发现,缓慢移动性Rossby波与大尺度地形近共振相互作用,可以使缓慢移动性Rossby波和西风角动量产生30～60 d的低频振荡。在高纬度地区（60oN）,30～60 d低频振荡主要以缓慢西移的1波为主;而在中纬度地区30～60 d低频振荡主要表现为1～3波,其中1波可以是缓慢东移的,也可以是缓慢西移的,而2波主要表现为缓慢向西移动,3波为缓慢向东移动。  相似文献   

不稳定边界层下地形重力内波   总被引：3，自引：0，他引：3  

刘辉志  张伯寅  桑建国  洪钟祥  胡非 《大气科学》2000,24(4):509-518

水槽实验及线性理论研究表明,当低层大气处于近中性或不稳定时,如果地形引起的动力扰动足够强,地形扰动可在上部稳定层结中激发出重力内波,波动反过来影响低层流场,引起动量输送。低层大气处于近中性或不稳定时,地形波同样对大气运动可产生波阻,这应引起模式工作者的重视。最后讨论了大气粘性对中性或不稳定层结下地形波的影响。  相似文献   

华北文安-蔚县-察哈尔右翼中旗剖面S波资料的地质解释   总被引：7，自引：1，他引：6       下载免费PDF全文

刘宝峰  张先康  张成科  宋松岩  周雪松 《地震地质》2000,22(1):81-88

通过对文安—蔚县—察哈尔右翼中旗深地震测深剖面S波资料的处理解释 ,获得本区二维壳幔速度结构和波速比结构。该区的上、中地壳主要由花岗岩组成 ,整体呈脆性 ,其速度比γ值为 1 72左右 ;下地壳的γ值一般为 1 78;上地幔顶部的γ值在 1 82左右 ,表明下地壳与上地幔顶部整体呈塑性的特征。根据波组及γ值横向变化特征 ,推断了该区的几条深大断裂 ,结合本地区的地震活动 ,推测地震的孕育发生不仅与构造相关 ,而且与该区的岩石性质有关  相似文献   

非线性波动理论在地震勘探中的应用综述   总被引：4，自引：1，他引：3  

刘财  冯晅  何敏  杨宝俊  赵建国 《地球物理学进展》2000,15(4):68-78

从非线性科学入手,详细地分析了非线性波动场产生的物理机制及国内科学者对非线性波动理论的研究现状,对非线性波动问题的求解技术进行详细概述,并分析了各种算法的特点,最后对非线性波动现场今研究的一些物理现象进行了综合分析,并探讨了非线性波动理论在地震勘探中的应用前景。  相似文献   

层状介质参数反演的混合最优化法   总被引：8，自引：4，他引：4  

张霖斌  姚振兴 《地球物理学进展》2000,15(1):46-53

波动方程反演是典型的非线性反问题,本文提出了用混合最优化法反演层状介质参数。混合最优化法将广义模拟退火与局部最优化方法结合,能较好地利用两者的优点,在本文中,局部最优化算法采用线性迭代算法。通过数值结果表明反演方法的正确有效性。  相似文献   

北京地区一次强对流大暴雨的环境条件及动力触发机制分析   总被引：11，自引：0，他引：11       下载免费PDF全文

李志楠  李廷福 《应用气象学报》2000,11(3):304-311

通过对1998年6月29日北京地区发生在天气尺度脊中的强对流大暴雨过程分析, 得出该过程是由中层的高压脊和低层的辐合系统、近地面的冷空气之间的相互作用形成了具有聚能机制的中低空经向环流圈, 维持了暴雨区中低空的上升运动, 形成了近地面的动力锋生, 使中低层的潜在不稳定加剧.而对流层高层短波扰动的正涡度平流通过非地转平衡过程, 引发中高层产生的上升运动, 触发了潜在不稳定的释放.该短波扰动与风场的波动不相匹配, 其位相传播特征与重力波相似.  相似文献   

Rossby波的发展与结构变化     

侯志明  李昕东 《气象科学》2000,20(1):65-69

本文采用ＷＫＢ方法,讨论了地形正压Ｒｏｓｓｂｙ波的发展与结构变化问题。指出波动的发展和衰减不仅与波幅和波长的增减有关,还与波的结构状态有关。  相似文献   

Site effects at Euroseistest—I. Determination of the valley structure and confrontation of observations with 1D analysis     

D Raptakis  F.J Chvez-Garc&#x;&#x;a  K Makra  K Pitilakis 《Soil Dynamics and Earthquake Engineering》2000,19(1):411

This paper describes the process of construction of the 2D model of Volvi's geological structure and results of empirical and theoretical approaches to the evaluation of site response at Euroseistest. The construction of the 2D model is based on a re-interpretation of the available geophysical and geotechnical data in an effort to improve the definition of the subsoil structure at Euroseistest in terms of the most important parameters needed to model site response. The results of this re-interpretation are compared with a previous published 2D model of the same alluvial valley. Different analysis of the measurements and different criteria in the synthesis of data have led to a different model, even if both studies had access to the same field measurements. This underscores the fact that a model results of an interpretation and is not uniquely determined by the data, no matter how detailed they are. The well known subsoil structure opened the possibility to correlate the geometry and the dynamic properties of the 2D model with the results of site response determined from a detailed analysis of two events in frequency and time domains and 1D numerical modeling. The study of site response shows the important effect of the lateral variations on the ground motion and suggests that the contribution of locally generated surface waves to the resonant peak may be important. In the case of Volvi's graben, the limitations of the 1D approximation to simulate ground motion under complex soil conditions in both frequency and time domains are also shown. This paper lays the ground for a companion article dealing with 2D site effects in this basin.  相似文献   

Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements     

G. A. Athanasopoulos  P. C. Pelekis  G. A. Anagnostopoulos 《Soil Dynamics and Earthquake Engineering》2000,19(4)

The amplitude of vertical ground surface vibrations generated by impact tests on the ground surface was measured at various radial distances from the point of impact at locations of Greece. The results of measurements were analyzed in the frequency domain (in the range from 0–100 Hz) and the attenuation characteristics of soil materials were studied in terms of a frequency-independent attenuation coefficient, a₀, of the empirical Bornitz equation. The aim of the study was to investigate the effect of soil stiffness (expressed by the value of low-amplitude shear wave velocity of soil, V_SO) on the value of attenuation coefficient, a₀. Values of V_SO for the tested soils were estimated by applying the methodology of Spectral Analysis of Surface Waves (SASW) technique and utilizing the surface vibration data. An empirical relationship between a₀ and V_SO1 (V_SO1 is the representative value of V_SO for the soil profile up to a depth of one wavelength) was established for values of V_SO1 ranging from 140 to 1000 m/s. A similar relationship in terms of the low-amplitude shear modulus of soil, G_O1, was also established by converting the V_SO1 values to G_O1 values. The experimental results were compared to values reported in the literature for comparable soil types and frequencies of vibration and a reasonable agreement was found to exist. The proposed empirical relationship can be utilized in many practical applications of soil dynamics requiring the knowledge of the attenuation rate of Rayleigh waves with distance in various types of soils.  相似文献   

兰州地震台大震速报震级(Ms)的研究     

尹志文  李英  张淑贞 《高原地震》2000,(1)

选用了兰州地震台大震速报仪器 DK- 1中长周期记录仪记录到的 1990年 1月～ 1999年 3月的大震速报地震共 5 44个 ,与中国地震局分析预报中心编纂的《中国地震速报台网观测报告》给出的震级比较 ,对兰州地震台 DK- 1地震仪测定的面波震级 (Ms)进行了对比和分析研究。结果认为兰州地震台大震速报 DK- 1地震仪测定的面波震级(Ms)偏差与震中距离、震中区域及地震大小有关。给出了不同震中距离、不同震级范围及不同地区发生地震的面波震级台基校正值 ,供在今后的速报工作中参考使用 ,将有助于提高兰州台大震速报的震级测定精度。  相似文献