冬季积雪对我国夏季降水预测的评估分析

根据高原积雪和高纬积雪与我国夏季降水相关分析的结果，将高原积雪和高纬积雪作为独立因子分别对我国夏季降水预测做了检验，结果表明：高原积雪较高纬积雪效果要好，冬季高原积雪异常偏多时，长江流域夏季易发生洪涝，这也是预测汛期降水的一个重要信号。     

我国新一代多普勒天气雷达及其在山西的系统建设

本文介绍了多普勒天气雷达的探测原理和我国“新一代多普勒天气雷达”的基本情况，并进一步对“太原新一代多普革天气雷达”建设的总体设计、布局配置进行了系统分析，对该雷达的基本气象产品及其主要用途进行了分析。     

北京及邻区断层形变综合信息函数研究

应用综合信息函数的理论和方法，根据形变观测点的空间非均匀分布和首都圈地区几次强震前形变场的变化规律，考虑各测点的不同地球物理性质，利用近20年来的形变资料，计算了首都圈及邻近地区1995年以来的综合信息函数值，动态地显示了在局部区域内中强地震前，形变异常的演化特征。     

江西安远路迳金伯利质煌斑岩筒的Rb-Sr同位素年龄及其地质意义

报道了赣南安远县路迳金伯利质煌斑岩筒的 Rb-Sr等时线地质年龄 :t=( 3 7.6± 2 .2 ) Ma,初始值 [n( 87Sr) / n( 86Sr) ] i=0 .70 5 17± 0 .0 0 0 12。     

绿柱石通道中配合物的振动光谱和辐照裂解

以四川平武富碱型绿柱石为研究对象 ,采用 IR和 L RM测试方法 ,重点对通道中氢化物和多聚合离子的配位构型、辐照裂解及热致转型进行了较深入系统的研究。研究表明 ,在该区成矿作用条件下 ,绿柱石通道中的钠离子趋向与氢离子化合反应生成 Na H氢化物 ,并占据通道中的 C2 位。在垂直 c轴方向上 ,以 3165 cm-1,3114 cm-1及 30 31cm-1伸缩振动弱吸收谱带为特征。[Fe2 ( OH) 4 ] 2 多聚合离子占据通道中的 C1位 ,以 32 34 cm-1伸缩振动锐吸收谱带为特征 (∥ c轴 )。辐照作用导致上述多聚合离子的裂解 ,并形成不稳定的 [H0 ] i心和相对稳定的 [Fe3 ] OH心。与之对应的吸收谱带分别出现在 3110 cm-1(⊥ c轴 )和 335 5cm-1(∥c轴 )处。通道中 Na H和 [Fe2 ( OH) 4 ] 2 多聚合离子的存在 ,可视为该类型绿柱石的一个重要的成因标志。     

白令海蓝细菌分布

1999年 7月～ 9月中国首次北极考察期间 ,研究了白令海 2个断面 8个站位海洋蓝细菌数量分布。蓝细菌数量变化在 0～ 7.93× 1 0 3 cell/ml之间 ,水平分布自南向北随纬度的增高而降低 ,在 6 0°N以北的 B1 - 1 2站没有检测到蓝细菌。垂直分布主要分布于 5 0 m以浅 ,最大值出现在B1 - 1站的 2 5 m水深。蓝细菌数量在 5 0 m以下迅速减少 ,到 1 5 0 m水深几乎没有。海水温度和NH+ 4 - N可能是影响蓝细菌数量分布的重要因素     

淮南市区浅层地下水污染机制研究

该文将重点阐述淮南市区浅层地下水的主要污染源及其分布形状、主要污染物及其性状特征,分析了不同来源的污染物对市区浅层地下水的污染途径.     

新型环境矿物材料——堇青石质泡沫陶瓷的研制

以聚氨脂泡沫塑料为前驱体，高岭土、铝土矿和滑石为原料，经配方和工艺设计，制备了以堇青石为主晶相的泡沫陶瓷，制成品密度为0．310－0．447g/cm^3，气孔率为81．7％－87．6％，孔径为0．2－0．5mm,平均抗压强度为0．98MPa。探讨了烧成温度对材料气孔率、抗压强度和吸水率等性能的影响。     

Study on the relationship between geothermal exploitation and seismic activity in Xi’an region

Based on the analysis of the induced earthquakes in China and abroad, we get some ideas about earthquakes induced by pumping water out of a well or injecting water into a well. The induced earthquakes usually occur near the well, and they are generally small earthquakes. The earthquake sources are shallow, and they belong to the main shock-after shock type of earthquake or the swarm-type of earthquake. The magnitude and the quantity of the induced earthquakes obviously depend on the pressure and the quantity of water pumped or injected. These earthquakes happen as soon as pumping or injecting occurrence, or after ten or twenty days, they may occur at the time of injecting mud or injecting high pressure water when a well is being drilled, or at the time when the ground water is being normally exploited. A large quantity of hot water has been exploited since 1990 in Xi’an, and the quantity of water exploited has been increasing year by year, as a result the groundwater level has been dropping with the water pumped out and the water level is high in summer and low in winter. The earthquakes in Xi’an region belong to the solitary-type and they spread outside Xi’an city where the wells are concentrated but no earthquake happens. The seismic frequency and the energy released have no relation with the quantity of water exploitation or the water level in the well. It is considered that geothermal exploitation does not induce earthquakes in and around Xi’an because of its specially geological condition. Foundation item: Project sponsored by the Landslide Office of Shaanxi Province and Society of Disaster Reduction of Shaanxi Province.     

Investigation of a landslide in the new site of Badong County by integrated geophysical survey

An integrated geophysical survey which combines vertical seismic profile method, shallow reflection seismic method, electric sounding, soil temperature measurement and radioactive gas measurement was used to investigate Zhaoshuling landslide in the new site of Badong County and to assess the stability of the landslide. By rational use of these methods together with borehole geological profile and other geological information, the spatial distribution of the landslide body, the formations and structures within and without the landslide body were determined and the stability of the landslide was also assessed, thus making great contribution to the successful and rational investigation and assessment of the landslide.