阿克苏河流域1999年夏季洪水气象条件分析和预报服务

1999年 7月中旬到 8月上旬 ,阿克苏河流域出现历史罕见洪水。高温融雪以及山区降水是这次洪水的主要气象成因。 5 0 0hPa南疆稳定的副热带高压和中亚到帕米尔高原一带的副热带低槽是造成阿克苏河流域特大洪水的主要影响系统。     

琼东南盆地深水区中央峡谷天然气成藏条件与成藏模式

利用钻井岩芯、岩屑地质化验资料及测井、二维、二维地震数据,综合分析了琼东南盆地深水区中央峡谷储层的发育特征、天然气成藏条件及成藏主控因素.结果表明,峡谷中、下部堆积的多期浊积砂岩,储集物性好,是该区带的优质储层;峡谷内发育的大量岩性、构造-岩性复合型圈闭为天然气聚集造就了重要场所;凹陷中的渐新统崖城组煤系烃源岩及广厚的半封闭浅海泥岩生气潜力大,提供了丰富的烃源基础;峡谷下方的底辟/微裂隙是深部崖城组烃源岩生成的天然气向上运移的重要通道.可见,中央峡谷成藏条件优越,圈闭有效性和运移是该区天然气成藏的关键要素;由于峡谷内圈闭大多数定型于上新世莺歌海组沉积时期,与下伏崖城组烃源岩主生气期形成合理配置,因此,天然气成藏较晚,L1、L2和L3气田的重大发现就是很好的例证.     

Digital modeling studies for evaluation of hydrogeological characteristics in Shadnagar granite basin,Andhra Pradesh,India

The use of digital models has increased significantly in recent years with the accessibility of fast computing machines. A variable dimensioned digital model was constructed for the Shadnagar granite basin using SPECTRUM-7 micro computer to integrate various hydrogeological characteristics and for their quantitative evaluation. The basin has an areal extent of 437 sq km and is demarcated with clear water divides in all directions. Transmissivity, recharge and discharge at each cell of the basin area were estimated by trial and error simulation of the hydrogeological phenomenon under steady state condition. Dynamic simulation at representative nodes facilitated the estimation of storage coefficient. The capability of the constructed model was established by the conformance of the simulated hydrographs with the actual behaviour of the ground water system. The entire studies ammended the earlier arrived estimates of various input/output hydrogeological parameters and evolved a methodology for efficient processing of aquifer simulation data     

Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendations

An investigation of girder bridges on National Highway 213 and the Doujiangyan-Wenchuan expressway after the Wenchuan earthquake showed that typical types of damage included： span collapses due to unseating at expansion joints; shear key failure; and damage of the expansion joint due to the slide-induced large relative displacement between the bottom of the girder and the top of the laminated-rubber bearing. This slide, however, can actually act as a form of isolation for the substructure, and as a result, the piers and foundation of most of the bridges on state route 213 suffered minor damage. The exception was the Baihua Bridge, which suffered severe damage. Corresponding seismic design recommendations are presented based on this investigation.     

Liquefaction macrophenomena in the great Wenchuan earthquake

On May 12, 2008 at 14:28, a catastrophic magnitude M 8.0 earthquake struck the Sichuan Province of China.The epicenter was located at Wenchuan (31.00°N, 103.40°E). Liquefaction macrophenomena and corresponding destruction was observed throughout a vast area of 500 km long and 200 km wide following the earthquake. This paper illustrates the geographic distribution of the liquefaction and the relationship between liquefaction behavior and seismic intensity, and summarizes the liquefaction macrophenomena, including sandboils and waterspouts, ground subsidence, ground fissures etc., and relevant liquefaction features. A brief summary of the structural damage caused by liquefaction is presented and discussed. Based on comparisons with liquefaction phenomena observed in the 1976 Tangshan and 1975 Haicheng earthquakes, preliminary analyses were performed, which revealed some new features of liquefaction behavior and associated issues arising from this event. The site investigation indicated that the spatial non-uniformity of liquefaction distribution was obvious and most of the liquefied sites were located in regions of seismic intensity Ⅷ. However, liquefaction phenomena at ten different sites in regions of seismic intensity Ⅵ were also observed for the first time in China mainland. Sandboils and waterspouts ranged from centimeters to tens of meters, with most between 1 m to 3 m. Dramatically high water/sand ejections,e.g., more than 10 m, were observed at four different sites. The sand ejections included silty sand, fine sand, medium sand,course sand and gravel, but the ejected sand amount was less than that in the 1976 Tangshan earthquake. Possible liquefaction of natural gravel soils was observed for the first time in China mainland.     

渤海区域地质信息管理系统数据库设计方案

数据库是GIS的基础。以渤海区域地质信息管理系统数据库为例，阐述了基于GIS的海洋地学管理信息系统中数据库的组织方法，及所包括空间数据库与属性数据库数据分类、分层方案，命名及编码规则，以及二者之间的联接。     

Privacy, reconsidered: New representations, data practices, and the geoweb

Blogging, social networking, and other Web 2.0 practices have sparked widespread debate about the status and future of privacy. This paper examines an explicitly geographical aspect of Web 2.0 with respect to these debates: the geospatial web, or ‘geoweb’. As part of fundamental shifts in the kinds of geographic information available, its circulation, and representative forms it assumes, the geoweb implies new objects of privacy concern and subsequent privacy-related negotiations over the aggregate of its component information, technologies, and data praxes. Thus we argue that privacy must not only be revisited, but indeed re-conceptualized. Whereas prior research on privacy vis-à-vis geographic information technologies has tended to question what privacy ‘is’, we focus instead on the constitutive outcomes of societal struggles over privacy. We examine how privacy is being negotiated around two geoweb services - Google Street View and the Twitter GeoAPI - to illustrate that these contestations produce privacy as a social object in particular ways. We show that public discourse around actual or anticipated privacy harms stemming from geoweb services and their uses, as well as the preventatives and remedies proposed or implemented to address such harms, reconstitute the objects and practices of privacy concern, and alter the roles and relationships of state, civil and corporate actors in the construction of privacy. Finally we suggest that the geoweb raises new privacy concerns because some of its representational forms - namely geo-tagged images and self-authored texts - facilitate identification and disclosure with more immediacy and less abstraction.     

京九铁路江淮段降水型路基坍塌的地质、降水条件分析

京九铁路是新开辟的连接北京和香港九龙的南北大动脉,1996年9月正式通车。其中江淮段指淮河与长江之间的 306.1 km区段,自河南淮滨站至湖北蕲春站。由于沿线地形复杂,降水强度大,路基坍塌成为安全运行的主要危害。据统计,1997－2007年间,发生各种坍塌灾害455次,毁坏路段总长约53 000 m。运用京九铁路江淮段地质资料、1997－2007年 11 a间所发生的路基坍塌资料和铁路沿线10个气象站雨量实况资料,对京九铁路江淮段地质地岩状况进行了分类,分级处理了不同地质条件下路基坍塌的发生频次和强度,详细分析了路基坍塌发生前24～72 h雨量,得到诱发京九铁路江淮段路基坍塌灾害的地质条件和降水阀值,并对各种不同地质条件下发生路基坍塌的降水阀值及其超过阀值后灾害次数上升情况进行评述,绘制出京九铁路江淮段路基坍塌易发程度等级分区图,提出了相应的处治方法和系统图。可见不利地质条件与强降水共同作用是导致某些路段路基集中坍塌的根本原因。     

锁块式水下采油树井口连接器性能分析

水下采油树井口连接器是连接采油树和井口的关键设备,对深海水下勘探开发及采油树的安装连接具有不可或缺的重要意义。以一种锁块式水下连接器为例,介绍其结构组成和工作原理,通过有限元建立连接器的三维模型,分析连接器在下放安装工况、连接锁紧工况、正常生产工况和钻完井工况下的连接性能,得出井口与采油树本体接触面作用力、VX钢圈接触应力和锁块受力情况随外部载荷的相互关系。结果表明,VX钢圈在整个过程中都能够保持良好密封,井口与采油树本体接触面未发生分离,弯矩对连接器连接性能影响很大,在额定弯矩作用时连接器部分锁块已发生弹塑性失效。     

利用InSAR识别与监测黑方台黄土滑坡

针对甘肃永靖县的黑方台地区滑坡不断对当地居民人身及财产安全构成重大威胁的现状,该文选取高分辨率的升降轨TerraSAR数据、3m分辨率的DEM数据和30m分辨率的SRTM DEM数据,利用InSAR技术对该地区的地表形变进行监测,主要结果如下:用Stacking技术获取了黑方台的形变速率图,识别出14处不稳定滑坡体;用SBAS-InSAR技术对典型滑坡体进行时间序列监测,将InSAR结果投影到滑坡方向与已有的GPS结果进行比较,最大较差为6mm,最大中误差为3mm。结果表明,InSAR技术用来识别与监测黄土滑坡方便可靠,并且精度较高。