利用雷达指挥WR-1B型火箭进行防雹作业的方法

介绍了一种新型（WR－1B型）增雨防雹火箭的结构，催化作业过程以及其性能特点同现有的三七高炮比较所具有的优越性；同时阐述了用雷达指挥火箭进行防雹作业的技术方法和要求。     

GPS接收机检定场短边网数据的解算

对GPS接收机检定场短边网数据处理的过程进行了阐述，就如何获得高精度的解算结果，就处理过程中提出一些解算方法，对类似GPS工程解算也有一定的借鉴作用。     

Static stress changes as a triggering mechanism of a shallow earthquake: case study of the 1999 Chi-Chi (Taiwan) earthquake

The role of static stress changes in triggering an earthquake has long been debated in the fields of geophysics and fault mechanics. Valuable data sets for the study of static triggering were provided within the 1-year period following the devastating 1999 Chi-Chi (Taiwan) earthquake (M_W=7.6), during which more than 20,000 aftershocks occurred. In this study, stress waves generated by the Chi-Chi earthquake were calculated using a source rupture model in conjunction with a layered elastic model. Static (permanent) stress changes were extracted from the long-period offsets in the stressgrams. Correlations between the calculated stress changes and seismicity were analyzed at different depths and over varying time intervals to ascertain the impact effects of stress changes on triggering aftershocks. Correlations between prior seismicity rates and static stress changes imposed by the Chi-Chi event were low, while correlations between late seismicity rates and static stress changes were much higher. This indicates that static stress changes did affect the occurrence of the Chi-Chi aftershock sequence. The percentage of early aftershocks at shallow depths (0-10 km) in static stress-enhanced areas within 2 weeks of the main shock was high but decreased considerably at greater depths (>10 km) and over longer time periods. It is concluded that static stress changes at depths of 0-10 km played a major role in triggering crustal aftershocks, especially those that occurred within 2 weeks of the main shock. In the deeper crust, static stress changes may have been modified by viscous flow, and at later times, perturbed by earlier, larger aftershocks. Although the correlations between seismicity rate changes and static stress changes are imperfect, a region that was anti-triggered is detected when these two results are compared. Static stress changes are presumably not the only aftershock triggering mechanism, but they definitively play a major role in triggering shallow aftershocks.     

复杂地形条件下静校正的综合寻优

复杂地形，特别是山地条件下地震勘探中的大静校正问题是 一个非线性的、具有多参数多极值的全局优化难题. 本文综合利用最大能量法、模拟退火与 遗传算法的各自优势，提出一种具有局部收敛速度快、全局搜索能力强的综合寻优反演方法 . 其中对产生伪静校正量的零空间现象进行空间平滑滤波剔除. 理论数值计算及实际资料的 处理说明本方法适应能力强、静校正效果较好.     

软土地基上静压预制桩承载力施工后增大效应

分析了软土地基上预制桩承载力的时效性机理，介绍几种研究承载力时效性的经验回归公式，结合工程说明应充分认识承载力时效性的科学性和利用这种规律潜在的经济效益。     

过冷层状云中飞机播云有效区域的模拟研究

根据飞机人工增雨作业个例 ,利用层状云中催化剂输送扩散的三维时变模式 ,对过冷层状云中播云产生的有效区域、催化剂水平输送和扩散速率等进行了模拟研究。结果表明 :(1)飞机播云 4 5min线长 32 7km ,投影有效面积和有效体积在播云刚结束时 (5 0分 )达到极大 ,其值分别为 70 7km2 和 2 98.0km3 ,有效扩展宽度和厚度为 2 .5 1km和 0 .4 2km ;(2 )有效作用时段为 2 0～ 80min ,其间的投影有效面积平均值为 5 13.3km2 ,平均有效扩展宽度和厚度分别为 2 .4 1km和 0 .4 5km ;(3)在扩散作用下 ,投影有效面积和有效体积先随时间不断增加 ,达到极值后逐渐减小 ,播云结束 (5 5分 )后 ,云中的有效区域消失 ,其间的投影有效面积平均值为 389.7km2 ,平均有效扩展宽度和厚度分别为 2 .34km和 0 .4 4km ;(4)云中催化剂水平输送 1h的平均值达到 6 5km ,仅与风场有关。催化剂扩散速率 1h平均为 0 .82m/s,与风、温、湍流有关 ;(5 )在飞机增雨作业时 ,飞行方案的设计必须是严格科学的 ,以便进一步提高人工增雨的实效     

利用地基GPS观测火箭人工催化后大气水汽变化

为观测火箭人工催化后大气中水汽的变化规律,利用河北省秦皇岛市单站地基GPS观测数据,对2006年5月21日在该站上风方实施的两次火箭人工增雨作业进行了分析.结果发现单站地基GPS上空层状云在人工催化开始后l～3 h左右,都出现了大气中可降水量(PWV)下降的同时逐时雨量增加等现象,在天气系统前期作业,PWV得到较快恢复和补偿,人工增雨效果较后期明显.将观测结果与早期和最近模式研究结果进行了比较,具有较好的一致性.     

人工增雨作业条件预测方法研究

从国家级人工影响天气业务指导产品的卫星资料反演产品和模式产品中选择与安徽省自动雨量站1 h雨量和3 h雨量显著相关的产品作为因子,利用Fisher方法分别建立了安徽省各个季节各自动雨量站1 h和3 h的人工增雨作业条件二级判别方程,定量给出是否具备可作业条件的判断方法。回报试验表明,1 h作业条件判别方程的准确率可达到70%左右,3 h作业条件判别方程的判别准确率在50%以上,方程均有较好的预报准确率,可以用于人工增雨作业条件预测业务,但春秋季和夏季的空报率相对较高,需要在业务应用中引起注意。     

Extreme pressure due to expanded cylindrical and spherical cavity in a limitless medium: applications in soil mechanics

The extreme net pressure resulting from an expansion in a cylindrical or spherical cavity within a limitless medium is studied. Performing the static and kinematic approaches of yield design theory, analytical solutions of the extreme net pressure are established for cohesive–frictional as well as for purely cohesive medium. In the case of a cylindrical cavity, the identification between the analytical extreme net pressure and limit net pressure leads to the prediction of shear strength characteristics of soil. As useful result, in soil mechanics, the assessment of correlations using pressuremeter data has been discussed. Also, some assumptions for designing foundations, from pressuremeter data, have been highlighted.