NUMERICAL STUDY ON THE EFFECTS OF SEA SURFACE TEMPERATURE ON TROPICAL CYCLONE INTENSITY-PART Ⅱ:COUPLING MODEL AND EXPERIMENT*

A tropical cyclone-marine mixed layer model including air-sea interaction is established to conduct numerical experiment with the effects of SST on the cyclone's intensity,Evidence suggests that with air-sea interaction involved,SST rise causes a drop of central pressure of the storm and SST impact on the intensity is weaker in the coupling case.Moreover,study is undertaken of the intensity variation of another tropical cyclone moving in the cyclone's cold-tail sector,with the results in good agreement with the observational fact.     

流速仪在垂直偏角情况下测速误差的研究

悬索缆道测流,往往使流速仪形成垂直偏角,对流速有一定影响.分别率定了LS25-1型旋桨流速仪和LS68-1型旋杯流速仪在不同下倾角时与流速的关系流速仪的垂直偏角对流速有明显影响,并随偏角的加大而增加,偏角在10°以内影响不大;同时也率定了LS68-1型旋杯流速仪自动调整垂直下倾角时与流速的关系,下倾角在10°～30°以内对流速无明显变化,超过30°时,流速系统偏小.解决办法是(1)流速小有偏角时用LS68-1型旋杯流速仪,流速大时用LS25-3型旋桨流速仪,二者均有自动调平的功能;(2)合理选择铅鱼的型式和重量,本文提供了数据.     

Site effects at Euroseistest—I. Determination of the valley structure and confrontation of observations with 1D analysis

This paper describes the process of construction of the 2D model of Volvi's geological structure and results of empirical and theoretical approaches to the evaluation of site response at Euroseistest. The construction of the 2D model is based on a re-interpretation of the available geophysical and geotechnical data in an effort to improve the definition of the subsoil structure at Euroseistest in terms of the most important parameters needed to model site response. The results of this re-interpretation are compared with a previous published 2D model of the same alluvial valley. Different analysis of the measurements and different criteria in the synthesis of data have led to a different model, even if both studies had access to the same field measurements. This underscores the fact that a model results of an interpretation and is not uniquely determined by the data, no matter how detailed they are. The well known subsoil structure opened the possibility to correlate the geometry and the dynamic properties of the 2D model with the results of site response determined from a detailed analysis of two events in frequency and time domains and 1D numerical modeling. The study of site response shows the important effect of the lateral variations on the ground motion and suggests that the contribution of locally generated surface waves to the resonant peak may be important. In the case of Volvi's graben, the limitations of the 1D approximation to simulate ground motion under complex soil conditions in both frequency and time domains are also shown. This paper lays the ground for a companion article dealing with 2D site effects in this basin.     

多孔砖、粉煤灰砌块、火山渣砌块配筋墙体抗震性能试验研究

本文根据普通粘土砖墙体配置水平钢筋的研究成果,在空心多孔砖、粉煤灰砌块、火山渣混凝土砌块墙体中配置少量水平钢筋,研究它们在水平往复荷载及竖向荷载共同作用下的宏观破坏模式、抗剪强度、变形能力、钢筋效应等,为砌块承重房屋的抗震设计提供科学依据。     

调质阻尼器地震反应控制应用研究

本文在结构地震反应时程分析基础上,研究调质阻尼器控制地震反应的最优参数设计方法,分析了多自由度体系的阻尼器设计以及调质阻尼器控制的失调效应．并用算例验证了该设计方法用于地震反应控制的可行性。     

利用地表土壤烃指标多元组分相关综合特征寻找油气藏方法研究

通过对油气田上方烃的微渗漏和分异作用及其在地表土壤中的吸附叠加方式的研究 ,认为目前通常所用烃指标的单组分数据统计背景和划分异常的方法存在较大的缺陷 ,提出利用烃多元组分相关综合特征确定背景并筛选出各背景中与油气藏有关的烃异常的新思路。该方法通过在已知油气田上的应用 ,证明其效果十分显著 ,与单一烃指标方法相比 ,大大缩小了勘探靶区范围并提高钻探成功率 ,具有较好的推广应用价值     

中国地区硫酸盐气溶胶的分布特征

建立了一个三维欧拉型排放/输送/转化/沉降模式,其主要特点是采用独立的气相化学子模式计算各种不同条件下SO2的转化速率,建立转化率的数据库,直接为欧拉模式调用,并对液相化学和湿清除过程进行了参数化处理。这样使模式既考虑了大气化学过程的非线性,又具有较高的计算效率,能够方便地计算年（季）尺度的硫酸盐气溶胶SO2-4的浓度分布。利用中尺度气象模式MM4和欧拉输送模式模拟了中国地区硫酸盐气溶胶的时空分布,其结果可以方便地应用到考虑硫酸盐气溶胶气候效应的气候模式中去。     

强夯-降水联合加固饱和软粘土地基试验研究

针对强夯法加固饱和软粘土地基时超静孔压消散难和易出现“橡皮土”的问题,提出将强夯和井点降水技术结合起来,利用井点降水技术来加速夯后超静孔压的消散和软土固结,并结合上海市某集装箱堆场工程中土部为吹填细砂、下部为饱和软粘土的地基进行了现场试验研究,对加固过程以及加固后的土体变形、超静孔压变化、工艺参数、加固效果和加固后土体的时间效应以及强夯的加固机理等进行了分析和讨论。强夯和井点降水技术的合理结合进一步拓宽了井点降水和强夯法的应用范围,为我国沿海地区广为分布的软土地基的加固问题提供了新的途径。     

森林水文生态效应若干争论问题讨论

对国内外若干森林水文生态效应的部分争论焦点问题进行了阐述,指出容量饱和与平衡变化是导致不同森林水文生态效应存在的根本原因.截留量可以用林冠截留率或林冠饱和度计算.对森林水文生态效应的研究方法进行了探讨,指出某些研究结论相反的原因可能是由于实验方法的问题.必须结合水文循环过程的机理,加强森林生水文生态效应机制的研究,要建立不同空间尺度的分布式水文模型,从而准确的回答流域或区域的森林生态水文效应.     

用非等时距序列灰色模型预测粉喷桩的承载力

针对粉喷桩单桩承载力具有随时间增长而增大的现象,运用灰色理论,建立了非等时距预测GM（1, 1）模型,对粉喷桩承载力进行了预测,并取得了很好的效果。通过实测值与预测值的分析,认清了粉喷桩承载力的时效性规律及变化趋势,提出了进行粉喷桩单桩载荷试验的适宜时间。