卫星遥感影像中耕地信息的自动提取方法研究

以县（市区）为基本单位，采用遥感图像处理ENVI3.2软件和TM资料，进行了7个县（市区）10个时相的耕地信息自动提取技术研究，结果证明，选择春季时相，TM432波段合成，经几何校正和增强处理，通过交互的非监督分类提取耕地信息，可以获得满意的结果，平均分类精度达到98.22%。     

青海唐古拉地区侏罗纪非海相双壳动物群及其古环境分析

唐古拉山温泉以东约80km的冬曲一带产出丰富的侏罗纪非海相双壳类化石,中侏罗统雀莫错组顶部的紫红色细粒岩屑砂岩产Qiyangia,Yunnanopharus,Unio 3属3种,其中有新种Yunnanopharus substratus.这一动物群与过去在本区发现的中侏罗统“Cuneopsis”-Eolamprotula-Protomya动物群面貌明显不同,过去一直认为Yunnanopharus是晚三叠世的属,而Qiyangia则主要产于下侏罗统,根据地层层序及上、下层位产出的海相双壳类和腕足类化石时代分析,冬曲剖面的Qiyangia-Yunnanopharus动物群时代无疑为中侏罗世巴通期,扎窝茸组产非海相双壳类“Cuneopsis”,Yunnanopharus,Plicatunio,Nipponaia(Eonipponaia),Cyotrigonioides,Danlengicon-cha,Nakamuranaia等7属9种,其中包括新种Yunnanoconcha(?)ovalis,Danlengiconha tanggu-laensis,Cyotrigonioides(?)ellipticus和Nipponaia(Eonipponaia)?bifurcata,基于下伏海相地层中双壳类和腕足类化石的佐证,它们的时代最有可能是在晚侏罗世基末里期至早白垩世期间,据化石围岩的粒度分析以及埋藏学研究表明,这些类三角蚌类主要生活于水体安静、有机质含量丰富的淤泥质基底,繁盛于近海三角洲平原上的湖沼环境,同时,由于海退初期尚有可能受到海水短暂侵漫的影响,造成它们生存环境的咸化     

层序地层研究产生的地层学新观点、新概念和新方法——兼论建立新一代年代地层表

层序地层学在地层划分、对比、分类和级别体系等地层学根本理论问题上给地层学带来了新认识、新概念和新方法。全球层型剖面和点(GSSP)可建在层序界面的整合部位,从而将传统的自然界线(或不整合面)、层序界面和GSSP三者有机结合起来,使得年代地层界线成为可在野外识别和追索的界线。论证了层序地层是独立存在于岩石地层和年代地层之间的地层类别和包含这三个基本地层类别的新的三重地层分类方案。阐述用层序地层界线优化各类原有年代地层和岩石地层界线的原理和方法,探讨和阐述了新的地层学体系和建立新一代年代地层表的途径和方法。     

南海到西太平洋地区水汽输送和山东夏季降水量奇异值分解分析

利用奇异值分解(SVD)方法和山东省26个代表站1951～2000年6～8月降水量、NCEP／NCAR再分析1958～1998年1～12月925～300hPa5层月平均比湿和风场资料,分析了山东夏季降水与前期(冬季、春季)及同期(夏季)南海到西太平洋地区水汽输送之间相关场的分布型,从中找出了遥相关的“关键区”,并对找到的“关键区”的可靠性进行了验证。研究表明,山东夏季降水与前期(冬季、春季)和同期(夏季)南海到西太平洋地区水汽输送相关较好,春季的相关程度最高,冬季次之,夏季最小。     

地震安全性评价和高层建筑的地震动输入

本文根据现行的中国地震烈度区划图中烈度的含义,指出在使用现行“建筑抗震设计规范”时存在的一些问题和与《中华人民共和国防震减灾法》的不协调之处。根据多年参加工程场地地震安全性评价的经验,总结了目前进行地震安全性评价过程中存在的一些问题。文中建议：针对高层建筑进行新的场地分类方法的研究;对高层建筑工程场地作地震安全性评价时,可根据高度的不同,适当简化安全性评价过程。     

基于分布式计算模式的GIS的设计与实现

介绍了分布式GIS和分布式计算模式的概念,探讨了基于分布式计算模式的地理信息系统的体系结构、运作机制、关键技术和实现方法,最后对未来的分布式地理信息系统发展进行了展望。     

日较差分级的新疆逐时气温预报

利用1994-2005年新疆12个基准站逐时气温资料,统计了不同日较差等级内的逐时气温和逐时气温变量的气候平均值,并在此基础上自动地输出新疆逐站逐时气温预报值,由此得到与气温变化有关的专业气象预报产品,应用于专业气象业务。     

Genesis of the Changba–Lijiagou Giant Pb-Zn Deposit, West Qinling, Central China: Constraints from S-Pb-C-O isotopes

The extensive Changba-Lijiagou Pb-Zn deposit is located in the north of the Xihe–Chengxian ore cluster in West Qinling. The ore bodies are mainly hosted in the marble, dolomitic marble and biotite-calcite-quartz schist of the Middle Devonian Anjiacha Formation, and are structurally controlled by the fault and anticline. The ore-forming process can be divided into three main stages, based on field geological features and mineral assemblages. The mineral assemblages of hydrothermal stage I are pale-yellow coarse grain, low Fe sphalerite, pyrite with pits, barite and biotite. The mineral assemblages of hydrothermal stage II are black-brown cryptocrystalline, high Fe shalerite, pyrite without pits, marcasite or arsenopyrite replace the pyrite with pits, K-feldspar. The features of hydrothermal stage III are calcite-quartz-sulfide vein cutting the laminated, banded ore body. Forty-two sulfur isotope analyses, twenty-five lead isotope analyses and nineteen carbon and oxygen isotope analyses were determined on sphalerite, pyrite, galena and calcite. The δ34 S values of stage I(20.3 to 29.0‰) are consistent with the δ34 S of sulfate(barite) in the stratum. Combined with geological feature, inclusion characteristics and EPMA data, we propose that TSR has played a key role in the formation of the sulfides in stage I. The δ34 S values of stage II sphalerite and pyrite(15.1 to 23.0‰) are between sulfides in the host rock, magmatic sulfur and the sulfate(barite) in the stratum. This result suggests that multiple S reservoirs were the sources for S2-in stage II. The δ34 S values of stage III(13.1 to 22‰) combined with the structure of the geological and mineral features suggest a magmatic hydrothermal origin of the mineralization. The lead isotope compositions of the sulfides have 206 Pb/204 Pb ranging from 17.9480 to 17.9782, 207 Pb/204 Pb ranging from 15.611 to 15.622, and 208 Pb/204 Pb ranging from 38.1368 to 38.1691 in the three ore-forming stages. The narrow and symmetric distributions of the lead isotope values reflect homogenization of granite and mantle sources before the Pb-Zn mineralization. The δ13 CPDB and δ18 OSMOW values of stage I range from-0.1 to 2.4‰ and from 18.8 to 21.7‰. The values and inclusion data indicate that the source of fluids in stage I was the dissolution of marine carbonate. The δ13 CPDB and δ18 OSMOW values of stage II range from-4 to 1‰ and from 12.3 to 20.3‰, suggesting multiple C-O reservoirs in the Changba deposit and the addition of mantle-source fluid to the system. The values in stage III are-3.1‰ and 19.7‰, respectively. We infer that the process of mineralization involved evaporitic salt and sedimentary organic-bearing units interacting through thermochemical sulfate reduction through the isotopic, mineralogy and inclusion evidences. Subsequently, the geology feature, mineral assemblages, EPMA data and isotopic values support the conclusion that the ore-forming hydrothermal fluids were mixed with magmatic hydrothermal fluids and forming the massive dark sphalerite, then yielding the calcite-quartz-sulfide vein ore type at the last stage. The genesis of this ore deposit was epigenetic rather than the previously-proposed sedimentary-exhalative(SEDEX) type.     

点蚀损伤下桩基式平台腿柱轴压极限承载力研究

采用圆柱体点蚀损伤模型,建立含细观尺度点蚀损伤的桩基式平台腿柱多尺度精细化数值模型,研究壁厚损伤度、点蚀损伤强度以及点蚀体积损伤强度影响平台腿柱轴压极限承载力的规律。研究结果表明,壁厚损伤度及点蚀损伤强度明显削弱平台腿柱的极限强度,且随点蚀损伤强度增大壁厚损伤度的影响加剧;点蚀体积损伤强度由于综合考虑了壁厚损伤度和点蚀损伤强度的耦合因素,相比于独立考虑后两者,其更能合理地描述点蚀损伤对平台腿柱极限强度的影响,故点蚀体积损伤强度体现了点蚀损伤的关键特征。本方法不仅适用于研究点蚀损伤构件的极限承载力,其所提出的点蚀损伤模型的构建方法,可拓展于研究受点蚀损伤的整体平台结构的极限承载力,且确定点蚀体积损伤强度为描述点蚀损伤特征的关键参数后,有望将其用于修正点蚀损伤平台腿柱的承载力设计公式。     

Research of Marine Sensor Web Based on SOA and EDA

A great deal of ocean sensor observation data exists, for a wide range of marine disciplines, derived from in situ and remote observing platforms, in real-time, near-real-time and delayed mode. Ocean monitoring is routinely completed using sensors and instruments. Standardization is the key requirement for exchanging information about ocean sensors and sensor data and for comparing and combining information from different sensor networks. One or more sensors are often physically integrated into a single ocean ‘instrument' device, which often brings in many challenges related to diverse sensor data formats, parameters units, different spatiotemporal resolution, application domains, data quality and sensors protocols. To face these challenges requires the standardization efforts aiming at facilitating the so-called Sensor Web, which making it easy to provide public access to sensor data and metadata information. In this paper, a Marine Sensor Web, based on SOA and EDA and integrating the MBARI's PUCK protocol, IEEE 1451 and OGC SWE 2.0, is illustrated with a five-layer architecture. The Web Service layer and Event Process layer are illustrated in detail with an actual example. The demo study has demonstrated that a standard-based system can be built to access sensors and marine instruments distributed globally using common Web browsers for monitoring the environment and oceanic conditions besides marine sensor data on the Web, this framework of Marine Sensor Web can also play an important role in many other domains' information integration.