重复地震、分析软件与应用实例

重复地震在地震学的研究中已得到广泛的应用. 国家"九五"、 "十五"计划期间, 完成了数百个地震台站的数字化建设工作, 为重复地震的广泛开展提供了良好的天然条件. 为了有效发挥重复地震的作用, 该文根据重复地震的定义和识别方法, 研制了重复地震的识别与相关分析软件, 给出了重复地震在地震预测研究中的一个应用例子. 检验表明利用该分析软件可以充分利用数字地震波形开展相对高精度的地壳介质分析.     

时域反射技术测量海洋沉积物含水量的研究

时域反射技术(TDR)已被广泛应用于农业、地学等领域的水体分布特征研究。经实验发现,当沉积物孔隙水的盐度高于约0.5%时,利用传统的TDR探针无法测量沉积物的含水量。通过对TDR探针进行改进,发现加套管的TDR探针可以测量高盐分沉积物的含水量。观测了向干砂中加入盐度为0、0.5%、2%和3.5%溶液过程中介电常数的变化情况,初步建立了此种情况下沉积物的介电常数与含水量间的经验关系式。这一研究将为TDR在海洋沉积物含水量和水合物饱和度测量等方面的应用提供新的方法与思路。     

Source location using time‐reverse imaging

We present the chain of time‐reverse modeling, image space wavefield decomposition and several imaging conditions as a migration‐like algorithm called time‐reverse imaging. The algorithm locates subsurface sources in passive seismic data and diffractors in active data. We use elastic propagators to capitalize on the full waveforms available in multicomponent data, although an acoustic example is presented as well. For the elastic case, we perform wavefield decomposition in the image domain with spatial derivatives to calculate P and S potentials. To locate sources, the time axis is collapsed by extracting the zero‐lag of auto and cross‐correlations to return images in physical space. The impulse response of the algorithm is very dependent on acquisition geometry and needs to be evaluated with point sources before processing field data. Band‐limited data processed with these techniques image the radiation pattern of the source rather than just the location. We present several imaging conditions but we imagine others could be designed to investigate specific hypotheses concerning the nature of the source mechanism. We illustrate the flexible technique with synthetic 2D passive data examples and surface acquisition geometry specifically designed to investigate tremor type signals that are not easily identified or interpreted in the time domain.     

Relating 4D seismics to reservoir geomechanical changes using a discrete element approach

A modified discrete element method is briefly introduced and used for modelling reservoir geomechanical response during fluid injection and depletion. The modified approach works as a continuum method until some local failure is initiated, after which it behaves like a discrete element method on a polygonal lattice. The method is advantageous for modelling fracture developments in rocks. It is applied here to synthetic models of two reservoirs taken from the North Sea (Gullfaks and Elgin‐Franklin). For Gullfaks, two cases of water injection were modelled, one with low horizontal effective stress and the other with low vertical effective stress. Vertical fractures are developed in the first case, whereas horizontal fractures are developed in the second case. This would not have been seen using traditional methods. Based on 4D seismics data for the Gullfaks field, one may envision that horizontal fractures could have been formed. The Elgin‐Franklin synthetic model is used to study various scenarios of changing stress field around the depleting reservoir. Based on 4D seismics data from this field, one may see changes that could be interpreted in terms of possible fault reactivation.     

淄博市国土资源局淄川分局窗口办文服务的经验

淄博市国土资源局淄川分局自2003年设立办文服务窗口7年来,从制度建设、人员管理、服务方式、廉政和作风效能建设等方面努力推进窗口工作,进一步提高政务公开和依法行政水平,在推进窗口办文制度方面起到了积极作用。     

Experimental study on local scour around single oblong pier fitted with a collar in a 180 degree flume bend

In this work, investigation on the development of local scour around an oblong pier in a 180 degree flume bend is presented. Scour hole can cause failure of the bridge especially during the river floods. In this study, the use of oblong collars for reducing the effects of local scour at a bridge pier is presented together with the time aspect of the scour development. Tests were conducted using one oblong pier in positions of 60degree under one flow conditions. The study was conducted using a physical hydraulic model operated under clear-water conditions in cohesionless bed material. In this study, the time development of the local scour around the oblong pier fitted with and without collar plates was studied. Investigated was the effect of size and elevation collar on the time development of scour and its efficacy at preventing scour at a bridge pier. The time development of the scour hole around the model pier with and without a collar installed was compared with similar studies on bridge piers. The results of the model study indicated that the maximum depth of scour is highly dependent on the experimental duration. It was observed that, as the minimum depth of scour occurs for the square collar at width of 3B placed at elevation of 0.1B below the bed and the size of a collar plate increases, the scour decreases. Measuring depth of scouring based on experimental observation, an empirical relation is developed with regression coefficient 95%.     

辽宁省专业气象预报业务平台

介绍了辽宁省专业气象预报业务工作平台的总体结构,概述了平台包含的专业气象预报产品种类、预报制作方法。业务应用结果表明：平台可为预报员提供了满足实时业务需要的专业气象预报,研制的专业气象客观预报方法可为预报员提供专业气象预报参考信息。平台的建设规范了专业气象预报的工作流程,提高了工作效率。     

大型影像设备的购置,管理和维修

本文分析了大型影像设备的购置、管理和维修是生物医学工程学科的重要课题之定,重点探讨了以下问题,１）选型和配置的原则（２）以质量控制为中心搞好大型影像设备的管理;（３）大型影像设备的维修 。     

省域架构的基础地理信息平台建设重点探讨

为了有效满足重庆市城乡建设管理对基础地理信息的强烈需求,重庆市地理信息中心完成了从数据标准制定、质量检查、数据建库、管理维护、发布服务等基础地理信息平台的建设工作。本文就在建设过程中用到的关键技术和系统建设思路提出探讨,提出一个基础地理信息平台建设和应用成功的新模式。     

上海市规划和国土资源信息化运维管理

上海市规划和国土资源信息化运维团队从专注技术向运维管理转变。以优质服务,面向业务、面向客户来开展IT运维工作。