水库中几种主要微量营养元素的分布与变动

实验研究了一个中型水库（黄同水库）中几种主要微量营养元素（Ｆｅ、Ｍｎ、Ｚｎ、Ｃｕ、Ｍｏ）的存在形态、分布及其季节变动。主要结果为：（１）水库中Ｆｅ、Ｍｎ、Ｚｎ和Ｃｕ的平均总浓度分别为３６４．３、１１２．１、９６．０１和３．２４μｇ／Ｌ;Ｍｏ的溶解态平均浓度为３．２６μｇ／Ｌ。Ｆｅ和Ｍｎ以颗粒态为其主要存在形式,而Ｚｎ和Ｃｕ则以溶解态为主。（２）该水库５种微量元素的水平分布呈均匀化特征,但其浓度具有较明显的季节性变化。其垂直分布互有差异,Ｆｅ、Ｍｎ、Ｚｎ随水层深度增加而递减,而Ｃｕ和Ｍｏ的垂直变化甚小。（３）微量元素存在形态与水化学因子存在一定相关性,ＰＦｅ、ＰＺｎ、ＰＣｕ与ＤＯ间具有良好负相关,而ＤＺｎ、ＤＣｕ、ＤＭｏ和ＰＺｎ、ＰＦｅ与叶绿素间均呈紧密正相关。     

煎茶岭与金川硫化镍矿床的铂族元素地球化学特征对比及其意义

采用ICP—MS方法分析了煎茶岭和金川硫化镍矿床岩石、矿石的铂族元素含量,煎茶岭岩体蛇纹岩的Cu／Pd比值低于原生地幔岩浆,说明岩浆熔离作用较弱,矿石的Pd／Ir比值较小,指示其多数矿石属于岩浆型,以岩浆成矿作用为主;而金川岩体的平均Cu／Pd比值远大于原生地幔岩浆,表明岩浆熔离作用强,矿石的Pd／Ir比值较大,体现了钯族元素矿化及成矿物质以幔源为主的特征。煎茶岭在成矿过程中有壳源物质的混染,整体上岩石、矿石铂族元素含量较低,这与岩浆熔离作用弱、铂族元素成矿作用不发育等因素有关;金川在成岩成矿过程中也有少量地壳物质的混染,但岩石、矿石铂族元素含量较高,反映了以岩浆深部熔离成矿作用为主的特征。     

滇黔交界地区峨眉山玄武岩铜矿的PGE及微量元素特征

为了进一步探讨玄武岩铜矿的成因,文章对滇黔交界地区玄武岩铜矿石的铜、铂族元素及其他微量元素的地球化学特征进行了研究。结果表明：与铜矿化关系密切的有机质对铜的初始富集作用不明显,铜矿化是后生热液成因的,进一步支持了玄武岩为铜矿化的矿源岩、沥青及碳质等有机质的存在只是为自然铜沉淀提供了条件的认识。而且,铜矿石的低U、Th含量为该类铜矿石的铅是正常铅提供了合理的解释。     

巢湖形成演变与现代沉积作用

通过地质调查, 钻孔样品分析及历史资料对比, 得出:1.巢湖位于在中新生代形成的巢湖断陷盆地南部, 形成于更新世发育的河谷平原上, 由于全新世受气候及相应海平面变化和长江河道演变等三者共同影响而积水成湖。成湖历史大约2000年左右, 属河成型浅水湖。2.湖底沉积物平均中值粒径5-6ф, 并形成有三角洲沉积, 开阔湖沉积等五种沉积类型, 东、西、中三湖区的沉积物中分別为0.21, 0.37, 0.14cm/a, 全湖年淤积总量为93×l0⁴t/a。3.湖泊污染加重起始于70年代, 磷除来自外源外, 内负荷引起的释放量达220.56t/a, 这对巢湖富营养化亦有着重要的影响。     

FEM validation of a double porosity elastic model for consolidation of structurally complex clayey soils

Laboratory consolidation of structured clayey soils is analysed in this paper. The research is carried out by two different methods. The first one treats the soil as an isotropic homogeneous equivalent Double Porosity (DP) medium. The second method rests on the extensive application of the Finite Element Method (FEM) to combinations of different soils, composing 2D or fully 3D ordered structured media that schematically discretize the complex material. Two reference problems, representing typical situations of 1D laboratory consolidation of structured soils, are considered. For each problem, solution is obtained through integration of the equations governing the consolidation of the DP medium as well as via FEM applied to the ordered schemes composed of different materials. The presence of conventional experimental devices to ensure the drainage of the sample is taken into account through appropriate boundary conditions. Comparison of FEM results with theoretical results clearly points out the ability of the DP model to represent consolidation processes of structurally complex soils. Limits of applicability of the DP model may arise when the rate of fluid exchange between the two porous systems is represented through oversimplified relations. Results of computations, obtained having assigned reasonable values to the meso‐structural and to the experimental apparatus parameters, point out that a partially efficient drainage apparatus strongly influences the distribution along the sample and the time evolution of the interstitial water pressure acting in both systems of pores. Data of consolidation tests in a Rowe's cell on samples of artificially fissured clays reported in the literature are compared with the analytical and numerical results showing a significant agreement. Copyright © 2000 John Wiley & Sons, Ltd.     

Settlement‐time behaviour of granular embankments

Creep settlements are the main cause of deterioration of road pavement and impervious elements of dams, and therefore a method to calculate them is needed. Viscoelastic models (e.g. the standard linear solid) have been chosen to represent the creep of granular materials (Figure 1). Finite element calculations show that quasi‐oedometric conditions exist near the centre of embankments. Explicit expressions for one‐dimensional viscoelastic settlements of an embankment during and after construction have been obtained for any loading law and drawn for a linear load. The three viscoelastic parameters, E_o, R_c and T_r can be determined through laboratory or field testing, and the results can be adjusted by using settlement records. Good agreement has been found between measured and calculated settlements at several dams. Copyright © 2000 John Wiley & Sons, Ltd.     

数字相机在类似棋盘检校场中的检校方法研究

针对众多非量测单相机的检校方法,通过分析数码相机的误差来源,并考虑相机的内、外方位元素和物镜光学畸变等因素引起的误差,提出一种基于类似棋盘检校场的数字相机检校方法。利用共线方程和二维DLT之间的关系导出了由二维DLT的9个参数表达的主纵线方程,构建同形矩阵,通过不同摄站拍摄目标的多幅影像,求得内、外方位元素的初始值,并由多张影像的空间后方交会求出相机需要检校参数,再由假设检验来检验相机系统参数的显著性。经实例分析表明,利用改进后的方法求解参数的精度满足实际需求,且效率更高。     

地磁活动对气候要素影响的研究进展

地磁活动是太阳爆发现象引起地球近地空间磁场扰动的重要空间天气过程之一.地球磁场的变化具有多种时间尺度,其中从数十年到数世纪的长时间地磁场变化主要是由地核磁场引起的,而从数秒到数年的短时间地磁变化与太阳活动有关.近年来,越来越多的统计研究表明,地磁活动与太阳活动和地球气候变化之间存在着显著的相关性.地球磁场和地球大气系统的耦合现象驱动着人们探索地磁活动对地球天气和气候系统影响的研究.本文的目的就是综述国内外地磁变化对气候影响的研究进展,介绍我们最新的研究成果,探索地磁活动对气候要素的影响特征和可能机理过程,为深入研究地磁活动对地球天气和气候的影响提供基础和依据,以期对地磁活动和气候要素关系有进一步的认识.     

Permanent earthquake‐induced actions in buried pipelines: Numerical modeling and experimental verification

Buried pipelines are often constructed in seismic and other geohazard areas, where severe ground deformations may induce severe strains in the pipeline. Calculation of those strains is essential for assessing pipeline integrity, and therefore, the development of efficient models accounting for soil‐pipe interaction is required. The present paper is aiming at developing efficient tools for calculating ground‐induced deformation on buried pipelines, often triggered by earthquake action, in the form of fault rupture, liquefaction‐induced lateral spreading, soil subsidence, or landslide. Soil‐pipe interaction is investigated by using advanced numerical tools, which employ solid elements for the soil, shell elements for the pipe, and account for soil‐pipe interaction, supported by large‐scale experiments. Soil‐pipe interaction in axial and transverse directions is evaluated first, using results from special‐purpose experiments and finite element simulations. The comparison between experimental and numerical results offers valuable information on key material parameters, necessary for accurate simulation of soil‐pipe interaction. Furthermore, reference is made to relevant provisions of design recommendations. Using the finite element models, calibrated from these experiments, pipeline performance at seismic‐fault crossings is analyzed, emphasizing on soil‐pipe interaction effects in the axial direction. The second part refers to full‐scale experiments, performed on a unique testing device. These experiments are modeled with the finite element tools to verify their efficiency in simulating soil‐pipe response under landslide or strike‐slip fault movement. The large‐scale experimental results compare very well with the numerical predictions, verifying the capability of the finite element models for accurate prediction of pipeline response under permanent earthquake‐induced ground deformations.