Radiative Heat Transfer and Hydrostatic Stability in Nocturnal Fog

We have performed a one-dimensional and transient radiative heat transfer analysis in order to investigate interaction between atmospheric radiation and convective instability within a nocturnal fog. The radiation element method using the Ray Emission Model (REM²), which is a generalized numerical method, in conjunction with a line-by-line (LBL) method, is employed to attain high spectral resolution calculations for anisotropically scattering fog. The results show that the convective instability has a strong dependence on radiative properties of the fog. For the condition of a 20-m droplet diameter and liquid water content of 0.1 × 10^–3 kg m^–3;, the temperature profile within the fog becomes S shaped, and a convective instability layer forms in the middle or lower level of the fog. However, for the same water content and a 40-m diameter droplet, no strong convective instability layer forms, whereas for a 10-m diameter droplet a strong convective instability is observed.     

大中小震与抗震设防标准

讨论二级抗震设计与超越概率标准、概率法与综合概率法给出的3个水平的地震动的关系. 通过危险性分析的实际例子,讨论了50年超越概率2%、10%和63%的地震动,即大震、中震和小震的相对大小关系,并提出抗震设防标准的确定方法.      

Analysis of Wedge Stability Using Different Methods

Summary The stability problem of a rock slope containing a wedge resting on two intersecting discontinuities is of great interest in rock slope engineering. It is a statistically indeterminate problem with two extra unknowns according to the force (stress) equilibrium analysis. The widely used limit equilibrium methods in practice assume that the directions of the shear forces acting on the two discontinuities are parallel to their line of intersection. The validity of this assumption, however, has not been verified theoretically. This paper presents a general limit equilibrium method that determines the directions of the shear forces by using Pans Maximum principle and an upper bound method that applies the classic upper bound theorem of limit analysis to avoid making extra assumptions. The formulations of the two methods are derived. A non-symmetric wedge and a symmetric wedge are analyzed using the two derived methods. To further explore the influence on stability due to the direction of the shear force acting on the two discontinuities, three-dimensional finite-element analyses are also conducted. The results are compared and discussed.     

加强高土石坝抗震研究的现实意义及工作展望

围绕西部大开发和南水北调战略的需要,对高土石坝抗震研究的现实意义和若干关键问题及研究现状进行了论述。并针对高土石坝震害资料获取与整理、坝料动力特性研究、多耦合非线性动力分析理论和方法、动力破损特征与地震灾害机理、地震安全评价与震害预测的基本理论、抗震设计及抗震措施、震灾机理和抗震理论的动力模型试验等研究提出了工作设想和展望,并提出了建立土石坝地震安全评价及防灾对策专家系统的基本思路。     

RIEGL LMS-Q140i-80激光扫描仪精度评定

RIEGL LMS-Q140i-80激光扫描仪是863课题“近景目标三维测量技术”中关键传感器之一,其精度直接影响课题所能达到的精度指标。为衡量扫描仪实际精度与其标称精度的一致性,设计扫描仪在静止情况下进行扫描实验。实验结果表明:扫描仪的实际精度与其标称精度相一致,满足课题对传感器的精度要求。     

海底热流长期观测系统研制进展

浅海和俯冲海沟等海域,不仅是矿产和油气资源主潜力区,也是构造地震频发区,其浅表热流和深部温度信息对于了解板块俯冲和岩浆活动等过程至关重要.这些区域浅层地温场和热流场受到底水温度波动(BTV)强烈扰动,其背景热流需由长期观测来获取.在全面分析了国内外海底热流长期观测技术特点后,我们提出了系缆式海底热流长期观测方案,201...     

对地铁结构监测基准点稳定性的研究

本文在研究大量变形监测技术与监测成果的基础上,注意到基准点的稳定性,它直接影响到监测成果的可靠性和客观性,尤其当基准点的稳定性超过两倍测量中误差时,监测成果不仅不能客观反映变形体的变形量,甚至出现较大偏差或错误,从而导致人们对变形体的变形趋势和安全性分析失准。因此,本文对监测基准点稳定性进行深入研究,并通过应用实例提出监测基准点的布设方法和稳定性分析方法。     

GIS在采煤沉陷区生态价值评价中的应用

以淮南市在采煤沉陷区生态治理规划中对规划区的生态价值评价为例,探讨了运用GIS技术和多源信息复合原理对规划区进行生态要素单因子评价和生态价值综合评价,选取评价因子包括地形因子、生态基质因子、植被因子及水环境保护因子。采用遥感与地理信息系统相结合的技术,建立与评价相关的基于GIS的基础数据平台,运用GIS的空间分析功能对规划区的生态价值进行分析和评估。通过对规划区各类生态因子的评价,深入了解规划区内生态价值的特征与空间分布,提取重要生态节点;为挖掘规划区生态建设潜力,实施生态治理和建设提供依据。     

WHCORS的技术拓展与应用现状

介绍了武汉市连续运行卫星定位服务系统(WHCORS)的基本情况和发展现状;对基于WHCORS技术拓展研究的相关情况和WHCORS的应用推广进行了详述,针对具体的关键技术问题提出了较详细的解决方案,对用户有一定的参考和借鉴作用。     

GPS在轨卫星原子钟的稳定性分析

导航卫星星载原子钟的相位或频率数据,作为导航系统应用研究的基础,将直接影响导航系统时间尺度建立以及定位的精度和准确性。本文针对由IGS官网提供的四种GPS卫星钟的钟差数据,采用修正阿伦方差进行了稳定性分析,得到了一些有益的结论。