基于ArcObjects的土地利用时空分析系统研究

随着愈加快速的土地资源开发,土地利用时空变化研究已全面启动,本文结合ArcObjects组件、Access数据库和VC 工具开发了一个土地利用时空分析系统,实现了土地利用空间数据建库、地图查询分析、土地利用时空模型解算等功能。为土地利用时空研究提供功能集成的数据运算与图形处理平台,也为土地利用规划的制定及其修编等工作提供了技术支持。     

Fresh snow chemistry from high mountain regions in central himalayas

Investigations of atmospheric composition in the Himalayas has been limited in both temporal and spatial scales, mainly due to difficult logistics. Ideal sites for monitoring atmospheric composition and its evolution should be free from local pollution and representative of the remote troposphere (HUEBERT et al., 1980). As the Himalayas are far removed from highly industrialized regions they provide suitable locations to monitor the chemistry of the remote troposphere and to study the evolu…     

100hPa环流变化与川渝地区旱涝异常分析

应用ＳＶＤ技术,诊断分析了北半球１００ｈＰａ高度场与川渝地区夏季降水的关系。结果表明：高度场与降水场具有密切的时空相关性,第一模态反映了两场间的主要耦合特征;南亚高压活动地区前期１０～１２月、１～４月高度场变化,通过影响未来夏季南亚高压强度、位置,导致川渝地区夏季旱涝异常。高度场与降水场的这种非同步联系,物理意义明确,时空相关显著,是一种有价值的预测川渝地区夏季旱涝异常的强信号。     

黄河流域气候水分盈亏时空格局分析

以中国气象局整编的1961~2001 年的气象资料为数据基础,采用联合国粮食及农业组织(FAO)1998 年推荐使用的Penmanmonteith模型,并以GIS技术为手段进行黄河流域气候水分盈亏的时空分布格局分析。结果表明：黄河流域干旱缺水是一种普遍现象,气候水分盈亏量在空间上总的变化规律表现为自南向北、自东向西气候水分亏缺量呈逐渐增大趋势,大部分地区全年气候水分亏缺量介于200~600 mm之间;就季节分布而言,水分亏缺的主要时期在春季和初夏,亏缺量一般在180~300 mm之间;就典型站点气候水分盈亏量逐月变化而言,存在着区域差异。研究结果和结论对区域充分发挥水分利用效率、发展高效节水农业具有重要意义。     

1970～1976年四川地震群测群防实践

记述了1970-1976年四川地震群测群防的兴起和发展,介绍了四川群测群防、专群结合预测预报地震的典型事例,特别对松潘—平武7.2级地震预测预报群测群防的作用作了反映。在此基础上,就这一时间四川群测群防、专线结合地震工作实践作了评析和认识。     

大别-胶南高压地体变质杂岩中流体包裹体特征和形成的热动力条件

在中国陆内南北板块之间古缝合线内大别-胶南高压地体中。分布着一套变质程度不一的杂岩系,我们将其划分出三期高峰变质作用形成的不同性质变形变质岩相带,并阐述了各自所代表的矿物流体包裹体特征,计算出它们形成时的温度、压力、氧逸度、差异应力等热动力参数,为揭示地体变形变质环境和构造演化特点,提供了可靠(?)数值根据。     

Eclogite and carpholite-bearing metasedimentary rocks in the North Qilian suture zone, NW China: implications for Early Palaeozoic cold oceanic subduction and water transport into mantle

Low‐temperature eclogite and eclogite facies metapelite together with serpentinite and marble occur as blocks within foliated blueschist that was originated from greywacke matrix; they formed a high‐pressure low‐temperature (HPLT) subduction complex (mélange) in the North Qilian oceanic‐type suture zone, NW China. Phengite–eclogite (type I) and epidote–eclogite (type II) were recognized on the basis of mineral assemblage. Relic lawsonite and lawsonite pseudomorphs occur as inclusions in garnet from both types of eclogite. Garnet–omphacite–phengite geothermobarometry yields metamorphic conditions of 460–510 °C and 2.20–2.60 GPa for weakly deformed eclogite, and 475–500 °C and 1.75–1.95 GPa for strongly foliated eclogite. Eclogite facies metasediments include garnet–omphacite–phengite–glaucophane schist and various chloritoid‐bearing schists. Mg‐carpholite was identified in some high‐Mg chloritoid schists. P–T estimates yield 2.60–2.15 GPa and 495–540 °C for Grt–Omp–Phn–Gln schist, and 2.45–2.50 GPa and 525–530 °C for the Mg‐carpholite schist. Mineral assemblages and P–T estimates, together with isotopic ages, suggest that the oceanic lithosphere as well as pelagic to semi‐pelagic sediments have been subducted to the mantle depths (≥75 km) before 460 Ma. Blueschist facies retrogression occurred at c. 454–446 Ma and led to eclogite deformation and dehydration of lawsonite during exhumation. The peak P–Tconditions for eclogite and metapelite in the North Qilian suture zone demonstrate the existence of cold subduction‐zone gradients (6–7 °C km^?1), and this cold subduction brought a large amount of H₂O to the deep mantle in the Early Palaeozoic times.     

地浸采铀浸出液氧化沉淀法除铁研究

在氧化沉淀法去除铁的过程中,氧化反应分别在自然曝气、充气和除钙的条件下进行,对照结果进行分析,得出最佳的除铁配方,同时还着重对氧化反应速率及其影响因素（pH,Eh等）进行了探索性研究,为以后试验提供了一定的依据。     

浙东白垩纪北漳和梁弄花岗岩体及其暗色岩石包体研究

浙东地区晚中生代花岗岩类在岩性上分为三类：花岗岩-二长花岗岩、钾长花岗岩和A型花岗岩。对后两类花岗岩已有较多研究,但对前一类,尤其是二长花岗岩的研究还较薄弱。选择浙东具代表性的北漳和梁弄二长花岗岩体及其所含暗色岩石包体,以及共生的石英闪长岩类,通过系统的岩石学与地球化学对比研究,提出浙东二长花岗岩属准铝质、高钾钙碱性Ⅰ型花岗岩类演化系列,暗色岩石包体是由花岗质岩浆在深部析离出的镁铁质微粒包体(MME),成分特征类似于石英闪长岩,说明三者具内在成因联系,均与俯冲作用关系密切。     

桥基岸坡变形破坏机制物理模拟研究

结合某大桥桥基岸坡地质条件,采用相似原理为基础的底摩擦试验方法,定性模拟分析了在天然状态和加载条件下岸坡岩体的变形破坏过程和模式。试验结果表明：在天然状态下,左右岸岸坡岩体处于稳定状态;在加载条件下,左岸岸坡岩体稳定,右岸发育的错落体失稳,而导致整个岸坡不稳定,建议对其进行预加固或改变桥墩位置