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1.
An analysis of the kinetic energy budget during a case of interaction between middle latitude and extratropical cyclones has been made in this work. Horizontal flux convergence constitutes a major energy sink. Generation of kinetic energy via cross-contour flow is a persistent source throughout the growth and decay periods. Dissipation of kinetic energy from subgrid to grid scales is an important source during the pre-storm period; it acts as a sink during the growth and decay periods. The major contribution to kinetic energy comes from a persistent upper tropospheric jet stream activity throughout the period of the cyclone development. The characteristics of moisture-flux components (divergent and rotational) along with precipitable water content for different tropospheric layers throughout the life cycle of our cyclone are also studied in this work. It is found that most of required humidity for our cyclone are initiated from Arabian Sea and then to some extent are reinforced over Gulf of Aden and east of central Africa and then by passing over Red sea enter to the south and south east of Mediterranean Sea. The rotational component of the moisture transport brings moisture from two regions; the first which is considered the main region is the Indian Ocean, Arabian Sea, Gulf of Aden and north east of Sudan. The second source region is the Atlantic and Mediterranean Sea. In the middle troposphere, the primary moisture source is found over central Africa, which in turn is traced to the Atlantic Ocean, the Indian Ocean, and the Arabian Sea. The upper-level moisture fluxes are weak and play a minor role over the area of interaction between two cyclones.  相似文献   
2.
西藏班戈地区的遥感地质调查研究表明:该区发育菱形网结状构造;错那、东错、蓬错、巴木错呈明显的"多字形"斜列,应为统一应力场下形成的伸展断陷盆地,并受到后期右行活动破坏;在东卡错-东错菱形块体中央隆起内发现有较大规模的岩浆岩侵入,推测该隆起区下为一地幔热柱;由北向南出露有东巧蛇绿岩带、东错-蓬错蛇绿岩带、白拉-觉翁蛇绿岩...  相似文献   
3.
本人在借鉴前人成果并结合施工经验的基础上,系统总结了砂卵石地层与非开挖钻进施工的适应性,对非开挖钻进施工中出现的问题进行了归纳和分类,并对其原因进行了分析和探讨。同时,为了解决非开挖导向钻进在复杂地层特别是砂卵石层中的施工难题,考虑采用注浆预加固技术对砂卵石层进行预先加固,以提高其强度,保证非开挖导向钻进的顺利进行。更进一步地,对水平孔中注浆预加固的三种方法(垂直注浆法、导管注浆法、随钻注浆法)在导向钻进工程中的概念、适用范围、优缺点以及实施控制要点等进行了对比和研究。  相似文献   
4.
根据应力波传播原理分析了水平层状岩体边坡中应力波传播特征,建立了应力波在该类边坡中传播的模型.利用离散元软件UDEC分析了不同频率垂向压缩应力波作用下边坡动力响应规律中的结构面效应.结果表明:边坡中的水平层面对坡顶的动力响应有明显影响.低频应力波作用下,水平层状岩体边坡坡顶的垂向峰值速度较均质坡体相同部位的峰值速度的增...  相似文献   
5.
X射线荧光光谱分析方法的共享   总被引:2,自引:1,他引:1  
探索了在同一类型X射线荧光光谱仪器之间分析方法共享的可能性。基于量值归一的原理,使用标准化样品建立了两台仪器之间测量数据的可比性,使一台X射线荧光光谱仪建立的分析方法,能够简单转移到其他同一类型的X射线荧光光谱仪上使用,可以获得同样的分析精确度和准确度,从而实现分析方法的共享。实验数据表明,建立的方法简单、实用,能够节约分析方法建立过程中的人力、物力和资源,又能够更好地发挥科学仪器的作用,促进分析方法的标准化和网络化。  相似文献   
6.
鄂尔多斯块体及其周缘上地幔各向异性分析研究   总被引:9,自引:5,他引:4       下载免费PDF全文
对布设在鄂尔多斯块体及其周缘的固定宽频带地震台网90个台站记录作远震SKS波形资料偏振分析,采用最小切向能量法求得每个台站的SKS快波偏振方向和快慢波时差,获得块体及其周缘上地幔各向异性图像,并结合1999~2007年相对鄂尔多斯块体的GPS水平地壳运动速度场,分析块体及其周缘的各向异性特征和壳幔耦合特征并重新认识块体...  相似文献   
7.
2009年至今,山西境内及周边地区相继发生多次有感地震,文章着重分析几次地震前临汾台水平摆观测资料出现的异常变化和同震响应能力,并对资料在映震中存在的相关问题进行探讨,为准确利用水平摆资料预测、预报地震提供依据。  相似文献   
8.
随着Web服务和网络技术的发展,越来越多的Web服务得以开发并发布到网络上。由于网络上存在的Web服务相互之间没有内在的必然联系,用户很难快速有效地获取和利用这些服务。本文设计了一种Web服务抓取解析器框架,包括URL抓取器、WSDL文档解析器和用于结构化存储Web服务信息的数据库等。该抓取解析器采用网络爬虫程序对互联网中的URL进行搜索,通过搜索发现分布在网络上的Web服务,并最终建立起一个关于Web服务的信息库,为共享Web服务提供条件。  相似文献   
9.
Yong Liu  Yu-cheng Li  Bin Teng 《Ocean Engineering》2007,34(17-18):2364-2373
This study examines the hydrodynamic performance of a new perforated-wall breakwater. The breakwater consists of a perforated front wall, a solid back wall and a submerged horizontal porous plate installed between them. The horizontal porous plate enhances the stability and wave-absorbing capacity of the structure. An analytical solution based on linear potential theory is developed for the interaction of water waves with the new proposed breakwater. According to the division of the structure, the whole fluid domain is divided into three sub-domains, and the velocity potential in each domain is obtained using the matched eigenfunction method. Then the reflection coefficient and the wave forces and moments on the perforated front wall and the submerged horizontal porous plate are calculated. The numerical results obtained for limiting cases are exactly the same as previous predictions for a perforated-wall breakwater with a submerged horizontal solid plate [Yip, T.L., Chwang, A.T., 2000. Perforated wall breakwater with internal horiontal plate. Journal of Engineering Mechanics ASCE 126 (5), 533–538] and a vertical wall with a submerged horizontal porous plate [Wu, J.H., Wan, Z.P., Fang, Y., 1998. Wave reflection by a vertical wall with a horizontal submerged porous plate. Ocean Engineering 25 (9), 767–779]. Numerical results show that with suitable geometric porosity of the front wall and horizontal plate, the reflection coefficient will be always rather small if the relative wave absorbing chamber width (distance between the front and back walls versus incident wavelength) exceeds a certain small value. In addition, the wave force and moment on the horizontal plate decrease significantly with the increase of the plate porosity.  相似文献   
10.
Natural gas hydrates (NGHs) are a new type of clean energy with great development potential. However, it is urgent to achieve safe and economical NGHs development and utilization. This study established a physical model of the study area using the FLAC3D software based on the key parameters of the NGHs production test area in the South China Sea, including the depressurization method, and mechanical parameters of strata, NGHs occurrence characteristics, and the technological characteristics of horizontal wells. Moreover, this study explored the law of influences of the NGHs dissociation range on the stability of the overburden strata and the casing structure of a horizontal well. The results are as follows. With the dissociation of NGHs, the overburden strata of the NGHs dissociation zone subsided and formed funnel-shaped zones and then gradually stabilized. However, the upper interface of the NGHs dissociation zone showed significant redistribution and discontinuity of stress. Specifically, distinct stress concentration and corresponding large deformation occurred in the build-up section of the horizontal well, which was thus prone to suffering shear failure. Moreover, apparent end effects occurred at the end of the horizontal well section and might cause the deformation and failure of the casing structure. Therefore, it is necessary to take measures in the build-up section and at the end of the horizontal section of the horizontal well to prevent damage and ensure the wellbore safety in the long-term NGHs exploitation.©2022 China Geology Editorial Office.  相似文献   
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