Cenozoic Tectonic Evolution of the Arcuate Structures in the Northeast Tibetan Plateau

<正>The northeast Tibetan plateau contains important information on the northeastward growth of the Tibetan plateau.It is bounded by the Ordos Block to the east,the Alxa Block to the north,and the Tibetan Plateau to thesouth(inset in Fig.1;Tapponnier et al.,2001),and has undergone complex intracontinental deformation during the Cenozoic.In this region,the northeast-convex arcuate structures developed northeastward,and are composed of     

2 BQM－6型免耕播种机结构设计及开沟器的力学分析

保护性耕作技术因其具有减少风蚀、保墒、提前播种期等作用,近年来在北方干旱地区得到逐步推广。免耕播种机作为保护性耕作的主要机具,其使用性能直接影响着这一技术的应用。为此,根据目前免耕播种机存在的主要问题,设计了2 BQM－6型气吸式免耕播种机,实现了切茬、排茬、施肥、播种及覆土镇压等联合作业。在此基础上,对该免耕播种机重要部件开沟器进行了力学分析,寻找出了开沟器最容易疲劳失效的部位。     

强台风海葵登陆前后强度变化的观测分析

1211号台风海葵强度强,在近海及登陆前后中、日、美三个国家的业务定强差别较大。云图分析“海葵”强度强,近海后云顶亮温长时间在-70℃以下。雷达资料表明“海葵”登陆前后,结构对称,眼区清晰,范围增大。登陆点附近沿海测站出现了长时间的强大风,过程13级及以上阵风共持续了26 h,东矶、大陈、石浦最大风速的极大值分别是：46.9、39.4和36.8 m·s-1。风场垂直分布差别500 m以内普遍在7~8 m·s-1。这些陆基观测资料表明“海葵”可能达到了强台风标准,中央气象台定强是合理的。近海或登陆台风强度的确定在使用Dvorak技术的基础上,还应更多地参考陆基探测资料。     

扬子地块北缘武当山岩群与耀岭河岩群不整合接触关系的地质意义

鄂西北南化塘地区中元古界武当山岩群由三个岩段组成，其原岩分别以火山角砾岩、岩屑凝灰岩及晶屑凝灰岩为主。它们的空间展布与上覆上元古界耀岭河岩群高角度相交，三岩段所显示出早期褶皱也只限于武当山岩群内部，与上覆岩群的构造轮廓极不谐调，耀岭河岩群没有经历过这一期变形。因此，武当山岩群与耀岭河岩群之间最初存在着明显的角度不整合接触。该区域不整合面的厘定和早晋宁运动的确认将改变以往关于扬子地块北缘构造层的划分及构造演化历史的认识，对研究秦岭造山带的造山过程具有重要意义。     

The interaction between the secondary and the common convective envelope in a contact binary

It has been suggested that a contact system almost certainly cannot exist in static equilibrium undergoing periodic thermal relaxation oscillation. The energy transfer in a common convective envelope (CCE) makes the secondary have a complex structure, so the interaction between the secondary and CCE may play an important role in the structure and evolution of the contact system. The present paper tests the TRO theory and investigates this interaction with polytropic stellar model from the observational datum of 22 contact systems directly. It shows that the A-type systems are expanding with a velocity of 25.04 m yr^–1, and the W-type systems are contracting at velocity of 3.10 m yr^–1 by the calculations about these contact systems. Also, we calculate the ratio of energy transfer and the interaction coefficient for them. The HS (hot secondary) model is supported by our calculations. These results may help to understand the TRO theory and the W-phenomenon.     

Characteristics of rapid giant landslides in China

Factual data for 70 rapid, giant landslides since 1900 show that the occurrence of these landslides was largely predisposed by tectonics, geological structures, lithology and topography, and often triggered by rainfall and earthquakes. In terms of mobile behavior, the giant landslides can be classified into three types: slides, slide-flows and flows. It is found that each type of landslide was constrained to certain geologic and topographic regimes. There are good correlations between kinematic parameters of landslides and slope geometries, which confirm the important role played by topographical condition in the mobile behavior of landslides. Moreover, it is also found that each type of landslide presents distinct geotechnical characteristics in terms of nature of the slip zone and properties of sliding mass. Brief analyses of five typical cases illustrate that landslide mechanisms can be conceptually depicted by failure mechanisms of their slip zones prior to onset of movement and following energy conversion during movement. Problems and questions related to experience in China suggest that comprehensive and systematic investigation and study on rapid giant landslides are urgently needed.     

中国地震网格试验系统中资源管理与作业调度研究-资源管理和作业动态分配模型ProRMJS的建立me

通过分析与研究建立资源管理和作业动态分配ProRMJS模型,解决了中国地震灾害仿真网格试验系统（CEDAGrid）中网格科学计算平台在初期建设中存在的一些资源管理方面的问题. 针对网格科学计算平台默认各个计算节点均能提供计算服务的问题,ProRMJS通过ldquo;计算池rdquo;这一虚拟组织为调度器分发作业提供支撑;而调度器则根据计算池中各个节点的计算能力和状态,动态分配任务,这样就保证了计算平台的稳定性. 针对默认各个计算节点均能完成任务的问题, ProRMJS通过监控各个节点所负担作业的运行进度和设定作业时间阈值来管理作业运行. 对于各个节点计算能力大小的区别, ProRMJS通过对各个节点计算性能的权值量化,实行按ldquo;需rdquo;分配作业. 对各个节点计算性能的权值量化, ProRMJS是通过综合考虑各个因素对机器计算能力大小的影响后通过加权计算的方式完成的,从而提高了整个计算平台的工作效率. 最后通过实现地震应力触发科学计算实例验证了方案的有效性,为网格技术在地震领域内的进一步应用作了有意义的探索.      

广西锋面、暖区及高压后部暴雨个例对比研究

利用常规、非常规气象资料,及高时空分辨率T639、mm5、NCEP资料,深入分析了两次华南前汛期暴雨天气过程(2010年"4.29"暴雨和2011年"5.12"暴雨)。基于这两次过程,对锋面、锋前暖区及高压后部暴雨进行了大尺度环流背景和中尺度特征对比分析,进而探讨三者在天气形势、中尺度系统发生发展机制等方面的差异及原因,以提高对华南前汛期暴雨的认识。     

浅谈地图模型雕刻技术

借助传统的雕刻技术和计算机雕刻软件,在雕刻软件中利用带高程的等高线数据进行地形建模,并通过输出雕刻指令控制雕刻机进行地形模型粗胚的雕刻;然后通过选材进行其他地图要素的雕刻;最后进行整饰,制作完成一幅按一定比例尺缩小的与实地相似的地形图。     

高原东侧突发性大暴雨过程中螺旋度的诊断分析

利用MM5模式模拟输出结果,对2002年6月8-9日发生在陕西省和四川北部的一次突发性大暴雨过程进行了螺旋度诊断分析.结果表明:暴雨区附近总存在一对紧邻的大小(低层)或正负(中层)螺旋度中心,低层螺旋度正值区强度远大于中高层螺旋度正负值区,对流层中层正负中心的轴线随高度呈逆时针旋转,相应的垂直结构是一对正负相伴的螺旋度柱.当暴雨区东侧正螺旋度突然向高层伸展,西侧伴有负螺旋度发展,且两中心间等值线变密集时,暴雨开始,大小(正负)螺旋度最强及其间等值线最紧密时,暴雨达到最强盛时期,而且暴雨就发生在两螺旋度之间偏大值中心的等值线密集区.进一步分析表明:螺旋度发生发展的主要贡献者是水平速度和水平速度的垂直切变.