6月份格陵兰海冰异常对黄河中上游7月份旱涝的影响   总被引：2，自引：0，他引：2       下载免费PDF全文

胡增臻 《应用气象学报》1995,6(3):366-372

通过北极4个区的海水DQ%指数和全国160站7月份降水关系的诊断分析指出，6月份格陵兰海冰异常与黄河中上游7月份旱涝存在着明显的联系，6月份格陵兰海冰少(多)时，黄河中上游7月份易涝（旱）。产生这种联系的物理机制是6月份格陵兰海冰异常影响7月份欧亚大气环流，导致黄河中上游7月份降水产生异常。通过对相关场进行显著性检验，确认了6月份格陵兰海冰异常与黄河中上游7月份旱涝联系在统计上的可靠性。同时发现，有时随机数序列与气象要素场的相关场会达到很高的显著水平，而且这种相关场中的显著相关区的分布并不是杂乱无章的，而是成片分布的。这项工作指出了把对相关场的显著性检验与相关场成因的物理机制分析相结合的必要性。  相似文献   

正压模式中慢波的离散谱及其特征函数   总被引：2，自引：0，他引：2  

张铭  李荣凤  曾庆存 《大气科学》1995,19(2):156-164

本文对正压模式中慢波的离散谱及其特征函数作了数值计算。结果发现，在低速线性缓变切变基流的情形下，正压原始方程中慢波可有离散谱存在。本文还给出了在该基流下算得的谱点和特征函数，并与准地转模式的计算结果进行了比较。  相似文献   

中低纬过渡地区潜热影响下中尺度扰动的对称发展          下载免费PDF全文

吴勇  欧阳首承 《大气科学》1995,19(5):631-635

本文引入第二科里奥利参数讨论了中低纬过渡地区含非绝热(潜热)作用的对称扰动波包发展问题。结果表明:这一地区扰动波包的发展不仅包含了中高纬度波包发展条件［1］，而且与潜热和基本风场梯度经向切变及波包传播的非垂直性有关。过渡地区基本风场的作用是通过第一和第二科里奥利参数完成的。  相似文献   

横向非均匀介质中弹性地震波传播的数值模拟     

张剑峰  李幼铭 《地震工程与工程振动》1995,15(3):21-31

应用混合变量弹性动力学方程和线性常微分方程组的矩阵指数解法，将层状介质中广泛应用的弹性波传播矩阵解法推广至横向非均匀介质，给出了一种可计算复杂地质体中弹性波传播的广义传播矩阵数值解法。该方法可模拟任意震源及所产生的各种体波、面波，数值结果表明具有很高的计算精度。  相似文献   

激波在磁盔－电流片位场中的传播：（Ⅰ）激波与磁盔间的相互作用          下载免费PDF全文

刘航宇  魏奉思  张剑虹 《地球物理学报》1995,(4)

利用新近获得的子午面磁盔－电流片背景太阳风稳态解，对激波从盔底沿电流片方向往外传播时与磁盔间的相互作用进行了数值模拟研究，重要新结果是：１．磁盔的存在使受扰介质速度跃变中央出现下凹，随着激波传出磁盔区并沿电流片方向传播，速度下凹逐渐减弱以致消失；２．激波将磁盔拉长并把盔顶的环形（垂直赤道面）磁场带到行星际空间，成为行星际磁场南向分量的来源之一；３．５个太阳半径（Ｒ⊙）内的磁盔部分将出现精细结构，沿盔外边界形成两条高速带，以及马蹄形密度（亮）环形结构等．这些结果表明，太阳附近高速等离子体与磁盔间存在重要的动力学相互作用过程，对行星际空间的太阳风三维结构有重要影响．  相似文献   

圆弧型沉积盆地对平面SH波的散射   总被引：19，自引：0，他引：19  

袁晓铭  廖振鹏 《华南地震》1995,15(2):1-8

采用波函数展开方法给出圆弧型沉积盆地对面ＳＨ波二维散射问题的封闭级数解答。利用外域Ｇｒａｆ加法公式将解答归结为无穷代数方程组的求解。通过截断计算得到解答的数值结果，并通过连续条件的满足程度检验了截断计算的精度。将本文结果已有的近似解析解进行比较，指出了近似解答的误差来源和适用范围。给出一些典型算例说明盆地深度比对地震动的复杂作用。  相似文献   

1994年2月16日共和5.8级地震短临预报实况   总被引：5，自引：0，他引：5  

张晓东  马文静 《地震》1995,(1):20-28

本文真实地再了１９９４年２月１６日青海共和５．８级地震前前兆异常的发展过程及对该地震的短临预报过程，同时系统地分析了前兆异常在时间，空间及种数上的分布特征。指出，在有一定前兆监测能力的地区，对一些较大地震作出一定的或成功的短临预报是有希望的。  相似文献   

Simulation of the hydrocarbon structures using the P-SV wave solution     

Avadh Ram  J. P. Narayan 《Pure and Applied Geophysics》1995,144(1):59-77

Numerical solution of the scalar and elastic wave equations has greatly aided geophysicists in modeling seismic wave fields in the complicated geologic structures containing hydrocarbons and hence increases the geologic interpretation. Finite-difference method offers a versatile approach to compute synthetic seismograms numerically for given subsurface complex geological structures. To avoid the spatial derivative of the elastic parameters and density, elastodynamic equation (first-order hyperbolic equation) has been solved using the Lax-Wendroff scheme. A numerical finite-difference modeling program has been developed for the P-SV wave using the above solution. A line source with a time delay of 0.015s and dominant frequency of 120 Hz has been utilized in the simulation. In order to avoid the large values of the displacement vector in the source region,Alterman andKaral's method (1968) has been utilized. Horizontal and vertical component synthetic seismograms have been computed for two different geological models with and without oil and gas bearing zones. It has been concluded from the response that a finite-difference technique not only yields the relative arrival times but also accounts for the variation in amplitude and phase according to the elastic impedance contrast across the interfaces. It should come as no surprise to learn that in spite of the limitation of this numerical method, the scheme has provided a valid response for the thin layer, high acoustic impedance contrast and the pinch out.  相似文献   

Field survey of the 1994 Mindoro Island,Philippines tsunami   总被引：2，自引：0，他引：2  

Fumihiko Imamura  Costas E. Synolakis  Edison Gica  Vasily Titov  Eddie Listanco  Ho Jun Lee 《Pure and Applied Geophysics》1995,144(3-4):875-890

This is a report of the field survey of the November 15, 1994 Mindoro Island, Philippines, tsunami generated by an earthquake (M=7.0) with a strike-slip motion. We will report runup heights from 54 locations on Luzon, Mindoro and other smaller islands in the Cape Verde passage between Mindoro and Luzon. Most of the damage was concentrated along the northern coast of Mindoro. Runup height distribution ranged 3–4 m at the most severely damaged areas and 2–4 in neighboring areas. The tsunami-affected area was limited to within 10 km of the epicenter. The largest recorded runup value of 7.3 m was measured on the southwestern coast of Baco Island while a runup of 6.1 m was detected on its northern coastline. The earthquake and tsunami killed 62 people, injured 248 and destroyed 800 houses. As observed in other recent tsunami disasters, most of the casualties were children. Nearly all eyewitnesses interviewed described the first wave as a leading-depression wave. Eyewitnesses reported that the main direction of tsunami propagation was SW in Subaang Bay, SE in Wawa and Calapan, NE on Baco Island and N on Verde Island, suggesting that the tsunami source area was in the southern Pass of Verde Island and that the wave propagated rapidly in all directions. The fault plane extended offshore to the N of Mindoro Island, with its rupture originating S of Verde Island and propagating almost directly south to the inland of Mindoro, thereby accounting for the relatively limited damage area observed on the N of Mindoro.  相似文献   

黄河大柳树坝基岩体地震破坏后的密度特征   总被引：2，自引：0，他引：2  

姚增  丁梧秀 《地质灾害与环境保护》1995,6(3):41-46

本文通过对岩体地震破坏后的弹性波测试，分析其波速的制约因素，采取相应的计算公式讨论了岩体密度的计算方法，并将其与平硐内壁裂隙统计计算出的岩体密度值做了比较，说明应用弹性波速计算岩体密度的精度与科学性。  相似文献