可视会商业务系统的设计与应用   总被引：2，自引：1，他引：1  

袁正国  陆春信  胡庆荣  邓世忠 《气象与减灾研究》2005,28(2):36-38

从分析可视会商业务系统的发展现状入手,介绍了可视会商业务系统的发展历程和组建方式,并针对气象部门的业务应用需求,规划设计了江西省、市之间基于H.323标准的建设方案。根据这个方案,采取部门宽带IP网加硬件终端的组网方式,建设了江西可视会商业务系统。该系统可以实现多种会议控制、双屏显示、双视传送、VGA图像无失真传送等功能。  相似文献   

论江西气象科技创新体系改革与建设     

《江西省气象局业务技术体制改革实施方案》编写组 《气象与减灾研究》2005,28(4):47-50

对江西气象科技创新体系改革与建设的内容和方向进行了论述,认为江西气象科技创新体系改革与建设,应坚持“自主创新,重点跨越,支撑发展,引领未来”的科技发展方针,明确科技型、基础性社会公益事业定位,深入实施科技兴气象战略,深化气象科技体制改革,加强原始创新、集成创新和引进消化吸收再创新;促进业务与科研的结合,形成科技创新引领事业发展的研究型业务,提升气象科技创新能力,提高气象科技水平和气象业务的科技含量,提高气象队伍素质,培养造就具有创新能力、既懂科研又懂业务的学科、技术带头人和复合型人才。  相似文献   

小波变换多尺度地震波形反演   总被引：29，自引：5，他引：24       下载免费PDF全文

孟鸿鹰  刘贵忠 《地球物理学报》1999,42(2):241-248

完全非线性地震波形反演问题是石油地球物理勘探领域中一个非常重要而又难度很大的问题。本文提出了多尺度地震波形反演的小波变换方法,对于一维非线性地震波形反演问题,将该方法和已有的简单迭代法及多重网格法作了比较,数值实验结果表明,本方法效果较好。  相似文献   

EH4电磁成像系统在砂岩地区勘查地下水的应用研究   总被引：27，自引：2，他引：25  

伍岳 《物探与化探》1999,23(5):335-338,346

EH4电磁成像系统是1套电磁自动采集和处理系统,它是CSAMT和MT的结合体.本文介绍了EH4电磁成像系统的原理、特点和该系统在砂岩地区,如内蒙、新疆、云南等地区进行地下水勘查的应用实例和效果  相似文献   

内蒙古东部半干旱草原残丘景观区铜多金属元素表生地球化学异常特征及其评价指标体系的构建   总被引：4，自引：1，他引：3  

王瑞廷  欧阳建平  蒋敬业 《矿产与地质》1999,13(6):348-353

分析了研究区内钙积层、风成沙等制约因素对铜多金属元素表生地球化学异常发育的影响,总结了该类特殊景观条件下铜多金属元素表生地球化学异常特征及其在垂向和侧向上的迁移规律。在此基础上,构建了该类景观区铜多金属元素的表生地球化学异常评价指标体系  相似文献   

石油企业抗震防灾规划信息管理系统的设计   总被引：1，自引：0，他引：1       下载免费PDF全文

曾海容  徐鹏飞  宋惠珍  王优龙 《地震地质》1999,21(3):283-287

基于石油企业抗震防灾工作对网络与数据库的信息管理系统的需求,对数据库产品进行了简要分析,并根据石油企业抗震防迷规划的需求和信息管理的一般模式,提出了石油企业抗震防灾规划信息计算机管理系统的设想。认为,以Ｍｉｃｒｏｓｏｆｔ Ａｃｃｅｓｓ数据库软件为基础,利用ＶＢ或ＶＣ等可视化前端应用开发工具,是目前比较好的方案,它将使石油企业抗震防灾规划工作在办公自动化方面迈向新的台阶。  相似文献   

Numerical simulation of ground flow caused by seismic liquefaction     

S. Tamate  I. Towhata 《Soil Dynamics and Earthquake Engineering》1999,18(7):1079

Flow failure of sandy subsoil induced by seismic liquefaction is known to cause significant damage to structures. It is induced not only by the dynamic forces exerted by seismic acceleration but also by the static gravity force in consequence of the topography of the ground. The ground flow may sometimes continue after the end of the seismic loading and finally the ground is significantly deformed to cause a failure.This paper numerically predicts the magnitude of flow that could occur when soil liquefaction continues for a sufficiently long period. It is considered that liquefied soil behaves like a viscous liquid, and hence, ground flow is governed by the principle of minimum potential energy. In the calculation, liquefied sand is assumed to be a viscous liquid that deforms in undrained conditions with its volume remaining constant. To consider the non-linearity due to large displacement, the updated Lagrangian method is used to solve the equation of motion. The Newmark β method is employed to calculate the time history of the ground motion. Finally, a simulation using this calculation method shows that the proposed method gives reasonable results for the conditions indicated.  相似文献   

Dynamic soil–structure interaction analysis via coupled finite-element–boundary-element method     

M. Yazdchi  N. Khalili  S. Valliappan 《Soil Dynamics and Earthquake Engineering》1999,18(7):502

In this paper, a study on the transient response of an elastic structure embedded in a homogeneous, isotropic and linearly elastic half-plane is presented. Transient dynamic and seismic forces are considered in the analysis. The numerical method employed is the coupled Finite-Element–Boundary-Element technique (FE–BE). The finite element method (FEM) is used for discretization of the near field and the boundary element method (BEM) is employed to model the semi-infinite far field. These two methods are coupled through equilibrium and compatibility conditions at the soil–structure interface. Effects of non-zero initial conditions due to the pre-dynamic loads and/or self-weight of the structure are included in the transient boundary element formulation. Hence, it is possible to analyse practical cases (such as dam–foundation systems) involving initial conditions due to the pre-seismic loads such as water pressure and self-weight of the dam. As an application of the proposed formulation, a gravity dam has been analysed and the results for different foundation stiffness are presented. The results of the analysis indicate the importance of including the foundation stiffness and thus the dam–foundation interaction.  相似文献   

Power Law Distribution of Broadband Radiated Energy for Global Seismicity     

Wu ZhongliangInstitute of Geophysics  China Seismologlcal Bureau  Beijing  China 《中国地震研究》1999,(4)

The claim that there exists a transition of earthquake energy distribution between small and large earthquakes is checked using broadband radiated energy of earthquakes for global seismicity. Scattering of the relation between the magnitude and the broadband radiated energy makes it necessary to use the energy data directly. Rank-ordering statistics is applied to enhance the resolution in retrieving the power law distribution with undersampled data, namely, a few tens of events. Seen in the perspective of broadband radiated energy with higher resolution, there is no evidence for the kink in the frequency-energy distribution for large and small earthquakes. Instead, a single power law can well explain the data. For earthquakes with energy larger than 10~(14) J, we find that the number N of events with energy E depends on E via N ∝ E-B, with the scaling constant B = 0.64 ± 0.04, corresponding to b = 0.95± 0.06.  相似文献   

苏南直溪桥盆地早第三纪地层孢粉组合及地质意义     

邱祖林 《江苏地质》1999,23(4):216-220

江苏早第三纪地层 ,大部分隐埋于地下 ,对其研究 ,只能依据大量钻孔资料 ,分歧意见较多。通过对直溪桥盆地钻孔中系统孢粉资料的全面分析对比 ,来确定该地区的地层层序及时代归属 ,从而阐明早第三纪时期的古气候及古环境  相似文献