宁夏测震台网的大震应对改进方案

5.12汶川大地震后,根据现行测震台网运行中暴露出的一些问题,就仪器及服务器机柜加固,通讯信道备份,测震虚拟台网的组建,测震台网中心备份等方面提出了一些改进方案,以保证宁夏数字化地震观测台网在大震来临时或出现突发事件时仍然能够正常运行。     

江西省数字地震观测台网运行与维护

"十五"数字地震观测网络项目完成以后,区域数字地震观测台网的台站数量有较大增加,观测系统更加先进,为充分发挥台网的监测功能,加强台网的运行维护管理和提高台网运行率是关键.本文介绍了江西省数字地震观测台网在运行维护实践中的一些方法和经验.     

中国地震前兆台网主要问题探讨

通过“十五”中国数字地震观测网络项目建设,中国地震前兆台网的建设和运行维护取得了巨大的进步,但也存在一些不足之处。本文从观测、运行和服务等几个方面对中国地震前兆台网存在的一些不足之处进行了全面分析总结,提出了对这些问题的解决方法,以供今后前兆台网建设时参考。     

地震前兆台网oracle数据库与管理系统的维护与管理

介绍了前兆台网“九五”和模拟观测系统并入“十五”观测系统的技术系统及其特点,指出前兆台网运行维护和管理过程出现的一些主要问题并提出最优的廨决方法,特别是对oracle数据库和数据管理系统进行技术分析．解决前兆台网技术系统的主要技术问题,提高了维护与管理前兆台网的运行效率。     

青海省地震前兆台网技术系统维护

简要介绍了青海省地震前兆台网的基本概况以及前兆台网中心的职责任务,阐述在前兆台网技术系统维护过程中解决的一些常见技术问题,最后提出区域地震前兆台网正常高效运行的一点建议.     

云南测震台网的大震应对方案改进——汶川地震监测启示

5·12汶川大地震后,根据现行测震台网运行中暴露出的一些问题,本文就震后流动观测台网的组建,大震限幅及测震台网中心备份3方面提出了改进方案,以保证云南省数字化地震观测台网在大地震来临时仍然能够正常运行。     

新疆数字地震前兆台网运行管理中的问题分析

随着科学技术的不断发展,我国地震前兆观测技术由模拟记录到数字记录转变的实现,地震前兆数字化观测技术日趋成熟、稳定,地震前兆数字化观测普及程度越来越大,产出的数字化观测资料己得到越来越广泛的应用,数字化地震前兆台网的效益亦愈发明显,但也不可避免地存在着技术和管理方面的一些问题。通过介绍新疆数字地震前兆台网中心的运行管理,分析数字地震前兆台网中心的运行管理中出现的一些问题和几点思考。     

紫坪铺水库地震监测预测

紫坪铺水库微震台网已经运行逾6年,强震台网已经运行逾3年,水库蓄水逾4年。2006年10月水磨突发ML1.4级微小地震群,库区及附近和库坝区地震活跃,依据监测研究较准确预测了2006年11月至2007年2月的水磨ML2.5级地震群。研究认为ML2.5级地震群是蓄水初期诱发的一些浅表卸荷型或岩溶塌陷型小地震。2008年5月12日汶川8级特大天然地震发生在微震台网监测范围内,水库微震台网和强震台阵的运行正常,为政府抗震救灾有效决策提供了科学依据,为稳定社会发挥了作用。     

西安数字地震遥测台网子台常见故障分析

西安数字地震遥测台网是全部采用国产设备建成的第一个全无线数字地震遥测台网 ,于 1 997年 1 1月通过国家地震局验收。自运行两年半以来 ,系统性能较为稳定 ,波形记录正常 ,正常运行率较高。作者从事台网维修工作 ,在处理故障方面总结了一些经验。1　台网简介西安数字地震遥测     

数字地震记录的爆破识别

前言随着浙江省数字化地震遥测台网的建成和正式运行 ,地震监测能力有了很大的提高。与原来的模拟台网相比较 ,台站数目大大增加 ,布局也更为合理。数字化地震遥测台网的监测能力在大部分地区至少比模拟台网提高了 0 .5级。这是数字化地震遥测台网运行以来 ,记录到许多大小不同的爆破事件和一些小地震的技术依据。虽然 ,浙江省是少震弱震区 ,但恰逢全省基本建设的高潮期 ,各地都有大工程建设 (如高速公路、跨海大桥、港口码头等 ) ,工程爆破数量大为增多。所以 ,台网记录到的地震虽少 ,爆破事件却很多。浙江省是少震弱震区 ,全社会对地震的…     

安徽省地震速报平台的开发

介绍安徽省地震台网速报工作的基本流程,并对影响地震速报工作的主要因素进行分析.为排除这些影响因素,开发了安徽省地震速报平台.文中对软件功能及操作方法进行阐述,并对搭建该平台的意义进行简单总结.     

Space and time regularities in variations of nitrogen compound concentrations in watercourses of the Republic of Bashkortostan

The dynamics of anthropogenic activity and anthropogenic sources of nutrients in the Republic of Bashkortostan have been analyzed. Statistical analysis of many-year data of hydrochemical monitoring have been used to establish the year-to-year and annual regularities in the variations of N compound concentrations in watercourses. Maps of the mean annual N concentration in its forms (ammonium, nitrites, and nitrates) have been constructed. The fitness of river water to different types of water use have been assessed. Probability distributions of the concentrations of hydrochemical components have been constructed for different phases of stream water regimes. The exceedance probabilities have been evaluated for MAC values of N compounds in watercourses.     

Development of a SPME-GC Method for the Determination of Organic Compounds in Wastewater

A manual SPME method is presented for the analysis of organic compounds in industrial wastewater. 24 compounds commonly found in the wastewater of a chemical plant in northern Germany have been selected as reference compounds. Precision, linearity, and detection limits have been determined. Moreover, the effect of methanol content, pH value, salt content, and an excess of compounds on the extraction process have been studied. Several compounds have been investigated for their applicability as internal standards to quantify the compounds of interest. Since the method will later be transferred to a fully automated SPME-GC system, which will be operated directly on-site at an industrial wastewater purification plant, special attention has been paid to the analysis of real wastewater samples. In this context, the fibre stability has been studied by performing 53 extraction/desorption cycles from one wastewater sample. Neither a decrease in fibre performance nor in precision has been observed indicating that the proposed method is suitable for the analysis of real wastewater.     

A review of considerations on seismic safety of embankments and earth and rock-fill dams

An attempt has been made to summarise the methods of approach used in assessing the dynamic behaviour and safety of earth and rock-fill dams under seismic shaking until about the present time, from the soil engineer's point of view. Shortcomings of the pseudo-static method, procedures to estimate the permanent deformations, liquefaction effects, and experience gained from the previous events have been reviewed. Observing that the most important cause of instability is the occurence liquefaction during ground motions, cyclic approach and steady-state approach in assessing the liquefaction potential have been addressed and recent practical approaches of analysis and design have been referred. It has been found noteworthy to recall that incidence of failure or serious damage to well-engineered dams has not been experienced, even under strong ground shaking.     

基于MapX控件的地震速报平台开发

介绍了地理信息的一些基本概念和开发的几种方式,并进行了简单比较。着重说明了在VC开发平台上基于MapX控件的电子地图的开发方法,并根据地震速报平台的开发项目,结合程序的源代码,阐述了如何在电子地图中通过经纬度查询地名和显示震中位置的方法。     

以反射系数为特征量的瞬变电磁电性界面的成像

目的：为提高瞬变电磁探测精度，提出用反射系数作为特征量来对地下电性分界面成像，给出了方法的数学模型和实现步骤，并给出从实测数据中提取反射系数，对电性界面实现成像的思路，资料和方法：由野外实测资料出发，在频率域内用数字滤波技术计算波阻抗，再通过域的变换在时间域内建立含有反射系数的方程组。结果：最终后通过线性规划法求出反射系数，并以此值为参数来绘制成像断面。结论：数值模拟结果和实例的应用结果表明方法正确、有效。方法本身提高了瞬变电磁对电性层的分辨能力。     

大型地下厂房围岩三维粘弹塑性数值模拟

目前,地下工程围岩尤其是大型岩石地下工程围岩的粘弹塑性分析研究少见报道。针对这种情况,本文根据西原粘弹塑性流变模型相关理论开发了hhu-vp流变计算软件,以用于大型岩石地下工程围岩粘弹塑性流变数值模拟分析;并以一简单算例与软件FLAC-3D比较,结果偏差在容许范围内。将其应用于水布垭大型地下洞室围岩流变研究中,对该地下洞室的施工开挖及支护处理过程进行了模拟,提出了支护处理意见,并对其运营期的长期稳定性作出了评价。     

Torsion of a non-homogeneous solid of revolution

Summary Solution has been obtained in the case of torsion of a solid of revolution of non-homogeneous material. The problem of a twisted sphere has been deduced from the general solution. The effect of non-homogeneity has been illustrated graphically.     

可控源音频大地电磁法在隐伏煤矿区的应用

应用可控源音频大地电磁法在福建隐伏煤矿区进行了勘探研究.针对"三下找煤",在试验区做了CSAMT探测,分析原始数据,结合各矿区相关的地质资料,比对反演结果,进行了地层划分,圈定了靶区.研究结果表明,在隐伏煤矿区应用CSAMT法探测煤系地层有切实可行的效果.     

Earthquake Damage Scenarios of the Building Stock of Potenza (Southern Italy) Including Site Effects

Damage scenarios relevant to the building stock of the town of Potenza, Southern Italy, are presented. A procedure for the preparation of scenarios has been purposely set up. In the first step, the inventory of the building stock has been made. Location and characteristics of buildings have been obtained from a survey carried out after the 1990 Potenza earthquake and further updated in 1999. In the second step, the absolute vulnerability of the buildings has been evaluated. A hybrid technique has been used, where typological analyses and expert judgement are combined together. Beyond the classes of vulnerability A, B and C of the MSK scale, the class D of EMS98 scale, for the less vulnerable buildings, has been considered. The third step has been the selection of the reference earthquakes by including also local amplification effects. Two events with 50 and 475 years return periods have been chosen as representative, respectively, of a damaging and of a destructive seismic event expected in Potenza. The sites that may exhibit important amplification effects have been identified using the first level method of the TC4 Manual. Damage scenarios of dwelling buildings have been prepared in the fourth step and reported in a GIS. They are relevant to the selected reference earthquakes, taking into account or not site effects. The generally low vulnerability of buildings results in a limited number of damaged buildings for the lower intensity earthquake, and of collapsed buildings, for the higher intensity earthquake. The influence of site effects on the damage distribution is significant. This revised version was published online in July 2006 with corrections to the Cover Date.