我国夏季气温、降水场的时空特征分析

本文用主分量及转动主分量分析方法对我国夏季气温及降水量场(1951—1985年期间)的时空特征进行了研究。从所提取的空间模式中发现气温的解释方差较降水的大,且具有较好的均匀性;从对应的时间分量分析发现气温与降水均具有2—3年的主要变化周期,与东亚大气环流的关系分析中以气温表现较为密切。 对气温和降水场时空特征的稳定性分析表明,无论在持续性、周期性及与东亚大气环流的关系上,进入70年代后均有较明显的变化。比较表明气温场的稳定性较降水为好。 气温场与降水场相互关系分析发现它们有显著的反相关,表现显著的地区为长江中下游、华南及华北等。     

油田井间CT技术应用试验

本文记述了在扶余油田采用井间电磁波和声波ＣＴ方法进行的试验。阐述了试验的意义、理论基础、计算方法、实施方案及成果几方面。试验结果表明电磁波的工作频率应降低到至少几百ＫＨｚ以下才能适于油田应用。１００ｍ井间距的声波成像获得了成功，两个油层均有清晰显示。最后，对技术的发展提出了建议。     

卫星资料在上海浦东新区热力场分析中的应用

文章利用１９９２年春、夏、秋、冬四季６个时相的ＮＯＡＡ－１１／ＡＶＨＲＲ资料，在与上海区域行政图（边界以乡为单位）进行几何精度纠正的基础上，通过图象增强处理和多通道信息组合，提取上海市区和浦东新区的热力场分布特征，并用直接对比法，建立亮温。气温的相关关系，取得较好的效果。据上海温度分布图象分析，新区的两个热中心与工业群体区、建筑群体区相对应；市区的３个热中心与商业经济密集区及工业群体区相对应。      

Eolian processes in alpine belts of the high Tatra mountains,Poland

Eolian processes were the subject of detailed studies in the high-mountain area of the Tatra Mts. The field investigations in 1975–80 attempted to determine the amount of deflation and eolian deposition and to improve understanding of their mechanism. The net rates of these processes were determined from repeated survey of deflational forms and of eolian deposits. Observations of the mechanism of material displacement were based on field experiments carried out during strong winds. All the investigations were conducted using simple methods and traps. Relationships between the course and intensity of processes and wind conditions and soil properties were obtained.     

吉林省太古宙TTG岩类固结的温度压力条件

吉林省太古宙ＴＴＧ岩类型成于变质上壳岩系麻粒岩相变质作用晚期阶段。详细的岩相学研究表明，ＴＴＧ岩类中存在岩浆结晶的绿帘石，角闪石和黑云母等。绿帘石的出现标志了一定的压条件。     

山地边界层中场变量的动力学研究

采用与实测较接近的二次函数来表达Ｅｋｍａｎ层中的湍流粘性系数Ｋ，在圆形气压场条件下，求得了山地上空边界层中的风速，进而求得散度、涡度和垂直速度等场变量随高度的分布。并作图分析了这些场变量的一些动力学特征。改进了以往在求解析解时，略去运动方程中湍流粘性力项中的关于高度的一阶导数项，以及取山坡面上风速为零作下边界条件等欠合理欠精确的做法。所求得的风速、散度、涡度和垂直速度均用简单的初等函数表示出来，有助于边界层参数化和深化对边界层动力学的认识。     

平流层下部气温年际异常的旋转主成分分析

利用旋转主成分方法分析了北半球冬季平流层下部月平均气温距平，得到的4个主要的空间分布型，分别表示中纬、低纬的纬向对称异常、太平洋北部暖中心和极区冷中心的异常。还指出中纬异常的时间演变最单调，整个冬季有持续性，年际变化呈现明显的准两年振荡周期(QBD)。     

位场小波分析的物理解释

采用二进小波变换,构造了位场基小波,通过简单模型,分析了位场信号小波分解与重构的物理实质,阐明了小波变换的频带分布与“归一化”位场空间分布的一致性,以及小波重构的规律,并叙述了小波重构与异常分解的关系.     

Calibration of tipping bucket rain gauges in the Graz urban research area

The Institute of Urban Water Management and Landscape Water Engineering of the Graz University of Technology (Austria) operates a hydrological research area in the City of Graz. In this urban research area precipitation and runoff data are collected by order of the municipality of Graz. At present precipitation data are measured by seven tipping bucket rain gauges. Comparative measurements have shown a deviation between the recorded and the actual precipitation intensity. This made the institute calibrate the rain gauges periodically. In the middle of the 1990s, the development of a field calibration kit was started. Based on the experiences with the first field calibration kit, a microprocessor controlled device was developed. With this calibration device, the tipping bucket rain gauges are calibrated at regular intervals. In this paper the calibration process and the current results for seven rain gauges are discussed. The calibration process is dynamic calibration and uses a peristaltic pump. Not all of the tipping buckets investigated underestimate the rain intensity in the whole measuring range. Several rain gauges have a positive relative deviation, not exceeding 22%, in the low intensity range up to 0.5 mm/min. Positive deviation can be explained by retention of water in the buckets between tips. The reason for the negative deviation is the loss of water during the tips. It leads to the underestimate of the actual intensity. The largest relative deviation in the range of underestimate exceeds 30%. In the range of extreme intensities, the larger buckets (5 cm³) show a lower relative deviation than the smaller (2 cm³) buckets. The gauge characteristic can change in favourable or unfavourable directions after several years. Therefore, the calibration of tipping buckets is recommended at least every 2 to 3 years.     

后竹亭水源地地下水资源量数值模拟

后竹亭水源地是曹洼水源地的一部分.由于地处鲁西南经济发达区,工业取水项目、取水量逐年增加.为正确评价后竹亭水源地供水能力,合理开发水资源,将后竹亭水源地纳入曹洼水源地进行整体评价,并对后竹亭水源地拟订三个开采方案进行计算比较,最后选定方案二,为合理开发利用水资源提供科学依据.