热力强迫对局地环流的扰动作用

用积分变换法求解了包含地面加热作用的二维不可压缩流体的Boussinesq方程组,得到一组描述地面加热作用激发的局地扰动流场的解析解,主要有垂直风、水平扰动风、扰动气压、扰动温度。进而用动力学分析的观点结合图形分析,定性讨论了热力强迫作用对局地环流的扰动作用,以及加热影响下各物理扰动场的空间分布及时间演变特征。     

Validation of ECMWF and NCEP–NCAR Reanalysis Data in Antarctica

The European Center for Medium-Range Weather Forecast (ECMWF) Re-Analysis (ERA-40) and the National Centers for Environmental Prediction-National Center for Atmospheric Research (NCEP-NCAR) ECMWF (ERA-40) and NCEP-NCAR reanalysis data were compared with Antarctic station observations, including surface-layer and upper-layer atmospheric observations, on intraseasonal and interannual timescales. At the interannual timescale, atmospheric pressure at different height levels in the ERA-40 data are in better agre...     

苏尼特左旗春季一次大雨天气诊断分析

应用常规气象资料、卫星云图,对2009年4月23日苏尼特左旗对流性大雨天气的成因进行了诊断。分析了产生大雨的天气系统特征,大气垂直稳定度,产生大雨的水汽条件和动力触发机制。给出了产生大雨的对流云团演变特征。研究结果表明：对流性大雨是由高空冷涡、蒙古气旋共同影响产生的。低层强盛的偏南气流建立起水汽通道,把水汽源源不断地向大雨区输送。低涡槽结构和低层增温增湿气流侧向汇合,垂直涡度增大,辐合上升运动增强,对流不稳定能量释放,继而产生对流性大雨天气。     

直线形单排管冻土帷幕平均温度计算方法

冻土帷幕平均温度是人工地层冻结工程设计、施工和安全管理的重要参数.为了确定单排管冻土帷幕的平均温度,进而确定冻土的力学参数和冻土帷幕的承载能力,为冻土帷幕的安全状态作出评价.以单排管冻土帷幕温度场的巴霍尔金解析解为基础,建立了直线形单排管冻土帷幕的平均温度的两种计算模型——等效梯形法和等效三角形法模型,该模型以冻土帷幕某一横截面厚度上的等效梯形法或等效三角形法计算的平均温度来等效整体冻土帷幕的平均温度.在实际工程中可能出现的冻结管平面布置参数变化范围中,全面考察了冻土帷幕平均温度等效梯形法和等效三角形法计算结果与依据巴霍尔金解析解数值积分计算结果的误差.结果表明,等效梯形法和等效三角形法计算的冻土帷幕平均温度误差很小,优于流行的计算方法.     

辽宁红透山块状硫化物矿床蚀变带元素迁移特征及定量计算

辽宁红透山块状硫化物矿床（MSD）位于华北地台东北部的浑北花岗岩-绿岩地体内,矿区岩石在30～28 亿年期间受到了600～650℃的高级角闪岩相变质。研究结果表明,广泛分布于红透山层状矿体下盘数百米处的和直接产于矿体下盘的堇青-直闪片麻岩,分别代表了变质后的MSD成矿系统以绿泥石化为特征的半整合和筒状不整合海底热液蚀变带。微量元素特征显示,层状堇青-直闪片麻岩的原岩并非同一种岩石,而是由5种不同岩性的岩石组成,筒状堇青-直闪片麻岩的原岩主要由流纹质岩石组成,而在堇青-直闪片麻岩走向上与之过渡的角闪片麻岩和黑云片麻岩则代表了不同岩性蚀变岩的未蚀变原岩。质量变化计算表明,相对于未蚀变原岩而言,两种蚀变岩的成分发生了显著变化,其中层状堇青-直闪片麻岩的Fe、Mg发生了富集,Na、K、Ca、Cu、Pb和Zn等元素被迁出,而筒状堇青-直闪片麻岩的Fe、Mg、Si、Na、Pb、Cu和Zn等元素则发生了富集,K被迁出。重稀土元素（HREE）和高场强元素(Zr、Ti、Nb、Hf和Ta)在海底热液蚀变过程中保持惰性,而Rb、Sr、Ba和轻稀土元素（LREE,尤其是Eu）则被强烈的迁出。这些元素变化特征表明海底热液蚀变以绿泥石化和硅化为特征,同时海底水-岩反应体系具有高水/岩比值。层状堇青-直闪片麻岩可作为红透山矿区成矿潜力评价的重要依据,而含硫化物石英脉的筒状堇青-直闪片麻岩不但本身可成为工业矿体,还可作为上覆层状矿体的近矿找矿标志。     

The influence of load inclination on the undrained bearing capacity of strip footings on slopes

The effect of inclined loading on the bearing capacity of foundations on horizontal ground surface is well established and both the exact solution and simpler empirical equations are available for the calculation of the failure loads. However, for footings on or near slopes complete solutions are available only for vertical loading. This paper investigates the influence of inclined loading on the horizontal and vertical failure loads. The finite element, upper bound plasticity and stress field methods are used to examine a wide range of geometries and soil properties. The methods are first validated against known solutions for two special cases and are subsequently employed to investigate the effect of the geometrical and material properties on the failure loads and the bearing capacity load interaction diagram. Based on this investigation an empirical equation is proposed for the load interaction diagram for undrained inclined loading of footings on or near slopes.     

Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient

General approximate analytical solutions are developed for one-dimensional consolidation with consideration of the threshold gradient under a time-dependent loading. A comparison is made between the present solution and some available numerical solutions for a particular case, and the results show that the approach employed in this article is reasonable. The influence of the threshold gradient and the loading period on consolidation behaviour is investigated, and the results show that the moving boundary of seepage moves downward gradually. The greater the threshold gradient is, the slower the boundary moves. The excess pore pressure will not be completely dissipated at the end of consolidation, and the larger the threshold gradient is, the greater the residual excess pore pressure is. The average degree of consolidation considering the threshold gradient defined by settlement is different from that defined by pore pressure. Moreover, the greater the threshold gradient is, the larger the average degree of consolidation in terms of strain, whereas the smaller the average degree of consolidation in terms of stress. It is also shown that the longer the loading period is, the longer the time moving boundary takes to reach the bottom of the layer, and the greater the average degree of consolidation is.     

离子色谱法同时测定铀矿浸出液中的阳离子

对铬铁矿中亚铁的测定方法进行了探讨。首先对已有方法进行了验证和筛选,然后对Li2SO4助熔剂的助溶作用及其反应机理进行了研究,从而推荐了H2SO4-H3PO4-V2O5-V(Ⅳ)-Li2SO4和H2SO4-H3PO4-Ce(SO4)2-Li2SO4两种改进型的溶剂体系用于铬铁矿试样中亚铁的测定,所得结果具有良好的重现性。     

长江上游夏季径流量年际增量预测模型及检验

基于1980-2020年长江上游夏季径流量、降水和气温等资料,采用小波分析、最优子集回归等方法,分析径流量、降水量和气温的变化关系,探讨引发径流量变化的前兆气候异常信号,并构建径流量年际增量预测模型.结果 表明:径流量多寡直接取决于流域总降水量,两者表现出显著的准两年周期振荡特征,年际增量之间的相关系数(TCC)为0....     

学习实践“改造成矿作用”理论——以滇中砂岩铜矿为例兼论改造作用的上、下限问题

"改造成矿作用"是涂光炽院士提出的新理论。这一理论有如下基本论点和鲜明特色:矿质来源的广泛性;成矿流体的特殊性;成矿元素的活泼性;改造作用的内生性;断裂构造的主导性;赋矿岩石的多样性;改造矿床的普遍性;成矿作用的独特性与应有地位——矿床分类的四分法。滇中大姚-牟定式砂岩铜矿是典型的沉积-成岩-后生-改造成因。其主要论据与以下要素有关:裂谷成矿背景;矿源层(K、J)、矿源岩(元谋古陆);矿体受地层层位、岩相、岩性控制,其生成与煤系(提供有机质)、盐层(提供卤素)密切相关;矿体形态产状、矿石结构构造、成矿流体性状与水的来源、有机质类型及其作用在不同成矿期、成矿阶段显著不同。从岩石学的名词概念来解读和划分"改造成矿作用"的上限与下限:上限确定在后生作用之后,下限在变生作用之末。