卤水比蒸发系数的数学模型—石盐析出阶段和光卤石析出阶段

本文在察尔汗盐湖卤水不同浓缩阶段比蒸发实验的基础上,比较系统地处理了该实验的数据,建立了在石盐析出阶段和光卤石析出阶段卤水比蒸发系数的数学模型,给出了与卤水密度和大气相对湿度相关的经验方程式。     

Rates of tafoni weathering on uplifted shore platforms in Nojima-Zaki,Boso Peninsula,Japan

Many tafoni occur on the faces of marine cliffs on three uplifted shore platforms with different altitudes and with known ages of emergence. The mean value of the ten largest depths of tafoni, D (cm), was obtained and the period of their formation, t (years), was estimated. The relationship between the two variables was found to be D = 20·3 × (1?e^?0.005t).     

太阳紫外光谱及NO2光解系数的观测

本文讨论了利用自动太阳光谱仪测量地面的紫外辐射光谱,并进一步计算了NO_2的光分解系数.光谱测量范围为310—375nm.测量结果表明,在北京地区秋季NO_2的光解系数变化在(1—4)×10~(-3)S~(-1),有明显的日变化.     

从熵原理得出的雨量时程方程

本文从熵极大原理出发导出了在一次降水过程中降水强度与其历时为负指数关系。并从中引出几个实用方程。这一结果与Paulhus等给出的经验方程在函数形状上类似。 本文通过对400多次遍及中国各地的降水自记记录分析证实,此理论公式与实况的平均相对偏差为10.7％,比Paulhus等的公式相对偏差小了5％。 此结果可用于暴雨、防洪服务和水利工程设计中。这启示人们熵极大原理在气象水文领域有应用潜力。     

Time-dependent behaviour of the rock mass

Summary The strength of intact rock and the rock mass is time-dependent. For intact rock experimental verification is available, for the rock mass the scale of time-dependence is a matter of judgement. Rock mass classifications do however emphasize the effect of time on tunnel stability. This paper examines the source of time-dependence in rocks and the rock mass and suggests a technique for estimating the long term strength. The long term strength of the rock mass is controlled by the time-dependent weakening of intact rock. Frictional resistance, a major source of rock mass strength, increases rather than decreases with time. Lifetime estimation for rocks can be accomplished phenomenologically or mechanistically. The first is a statistical process of wide applicability, the second is more restrictive in usage as its applies only to materials that suffer time-dependent strain (creep). Although the mechanistic route is more appealing, it has a major drawback as it concentrates on steady state creep. There is no strong evidence for steady state creep in rocks. The technique for long term prediction is developed through the analysis of the failure rate under constant load. The failure rate for a given load and environment is established from the frequency distribution of time-to-failure data as measured in static fatigue tests. As expected, the failure rate is strongly affected by both the loading and the environmental condition. The influence, however, is systematic and predictable.     

水平分量磁变仪标度值随记录n变化率的测定及应用

水平分量磁变仪标度值Ｓ随记录ｎ的变化呈稳定的线性关系，但变化率Ｋｎ各地磁台仪器并不相同。用本文方法测定Ｋｎ可以获得满意的结果。Ｋｎ的精确测定可使水平分量磁变仪非线性记录的计算方法进入实用化，可以校正Ｋ尺或电磁转换函计算值使之更精确，从而提高地磁资料质量。     

大同铁路分局地裂缝带的三维构造特征及其成因分析

通过实地考察、槽探和浅层地震探测等手段以及对地质构造和地下水超采环境的分析，详细地研究了大同铁路分局地裂缝带的三维构造特征，指出现今处于发展中的地裂缝带是由东向西扩展的，扩展速率为２６０～５２０ｍ／ａ，地裂缝带两侧的差异升降运动速率达２２．１～２４．４ｍｍ／ａ，主地裂缝带的水平拉张速率约１．１１～１１．６ｍｍ／ａ，垂直错动速率０．２～８．５７ｍｍ／ａ，左旋错动速率１．８７～３．５７ｍｍ／ａ。地裂缝带的活动方式为无震蠕滑型，扩展中的地裂缝是一种无震的地质灾害     

低Peclet数下剪切流中气溶胶粒子的传质率

本文研究了低Péclet数下剪切流中气溶胶粒子的传质率。Péclet数(Pe)是物质浓度的对流输送项对分子扩散项的比。它等于Reynolds数(Re)与Schmidt数的(Sc)之积。本文应用奇异扰动方法得到了无因次传质率Nu(Nusselt数)在小Péclet数条件下的四项渐近展式，因而?改进了前人的结果。     

Toxic metals in Venice lagoon sediments: model,observation, and possible removal

We have modeled the distribution of nine toxic metals in the surface sediments from 163 stations in the Venice lagoon using published data. Three entrances from the Adriatic Sea control the circulation in the lagoon and divide it into three basins. We assume, for purposes of modeling, that Porto Marghera at the head of the Industrial Zone area is the single source of toxic metals in the Venice lagoon. In a standing body of lagoon water, concentration of pollutants at distancex from the source (C ₀) may be given byC=C ₀e^–kx wherek is the rate constant of dispersal. We calculatedk empirically using concentrations at the source, and those farthest from it, that is the end points of the lagoon. Averagek values (ppm/km) in the lagoon are: Zn 0.165, Cd 0.116, Hg 0.110, Cu 0.105, Co 0.072, Pb 0.058, Ni 0.008, Cr (0.011) and Fe (0.018 percent/km), and they have complex distributions. Given thek values, concentration at source (C ₀), and the distancex of any point in the lagoon from the source, we have calculated the model concentrations of the nine metals at each sampling station. Tides, currents, floor morphology, additional sources, and continued dumping perturb model distributions causing anomalies (observed minus model concentrations). Positive anomalies are found near the source, where continued dumping perturbs initial boundary conditions, and in areas of sluggish circulation. Negative anomalies are found in areas with strong currents that may flush sediments out of the lagoon. We have thus identified areas in the lagoon where higher rate of sediment removal and exchange may lessen pollution.