Choice of norm for the density distribution of the Earth

Summary. The determination of the density distribution of the Earth from gravity data is called the inverse gravimetric problem. A unique solution to this problem may be obtained by introducing a priori data concerning the covariance of density anomalies. This is equivalent to requiring the density to fulfil a minimum norm condition. The generally used norm is the one equal to the integral of the square of the density distribution ( L² -norm), the use of which implies that blocks of constant density are uncorrelated. It is shown that for harmonic anomalous density distributions this leads to an external gravity field with a power spectrum (degree-variances) which tends too slowly to zero, i.e. implying gravity anomalies much less correlated than actually observed. It is proposed to use a stronger norm, equal to the integral of the square sum of the derivatives of the density distribution. As a consequence of this, base functions which are constant within blocks, are no longer a natural choice when solving the inverse gravimetric problem. Instead a block with a linearly varying density may be used. A formula for the potential of such a block is derived.     

全尾砂-废石混合回填膏体流动特性变化规律

质量浓度、废石掺量是影响尾砂-废石混合回填体流动特性的主要因素,研究这些因素对膏体流动性的影响规律,对于控制膏体流动性具有重要意义。采用改进的小型直剪装置进行混合回填体直剪试验,以黏聚力、内摩擦角、抗剪强度为依据,综合得出了混合回填膏体流动性变化规律。试验结果表明,膏体在受力变形前期呈较为明显的似弹性性质,随废石掺量增加,位移-剪应力曲线中阶梯状变化趋势增加;回填体黏聚力取决于质量浓度,内摩擦角受质量浓度和废石掺量影响程度基本相同,两者协同作用;质量浓度在80%～88%范围时,黏聚力随质量浓度增大呈非线性增大,内摩擦角与质量浓度呈S型变化趋势;抗剪强度随质量浓度的增大而增加,在82%～84%区间抗剪强度变化显著,流动性出现突变。     

面向端元提取的光谱角特征空间图像分块方法

传统的高光谱端元提取算法一般是在高维的光谱特征空间中进行运算,并且图像的全部像元都参与算法,因此运算量偏大,运算效率较低。提出了一种光谱角特征空间的概念,利用图像的空间信息辅助端元提取。图像的全部像元都可以映射到8维的光谱角特征空间中,样本点在特征空间中距离原点的远近表征了其在图像中的位置是否为地物区块的边缘,利用这点可以对高光谱图像进行空间分割。在分割后的每个子块图像内部只选取少数"最纯"像元参与端元提取算法,从而大大降低了端元提取的计算复杂度。     

掺砾黏土拉伸断裂细观特性研究

掺砾黏土在高心墙堆石坝工程中的应用越来越广泛,其拉伸断裂特性对心墙的安全至关重要。将掺砾黏土视作四相复合材料,基于图像处理和随机投放建立了考虑真实砾石形态的细观数值模型,结合物理试验的结果验证了其有效性,并分析了掺砾黏土拉伸断裂的宏细观特性。应力位移曲线的宏观非线性是细观非均质性的体现,砾石的掺入大幅减低了抗拉强度,但提高了峰后抗拉性能;土石界面是微裂缝发展的源头,拉伸断裂是一个微裂缝萌生、扩展以至汇集形成宏观裂缝的过程;拉伸断裂发生在一个区域,即断裂过程区,该区域的形成与砾石的随机分布有关。最后,采用数值试验分析了随机砾石投放和掺砾量对掺砾黏土宏细观力学行为的影响。     

官厅水库水质模型研究

根据官厅水库狭长、水浅和水文、水力、水质迁移扩散等特点与河流相似的事实,采用一维St.Venant方程组模拟其水流状况;采用完全混合反应器概念模拟其水质变化,两者的藕合就构成了官厅水库的水质模型。该模型在模拟官厅水库NH₃-N浓度时空变化时,精度令人满意,并已用于官厅水库的水质预测和水质管理。     

Nuclear Waste Disposal Simulations: Couplex Test Cases

We give some results obtained for the Couplex test cases proposed by the ANDRA. In this paper our aim is twofold. Firstly, to compute the release of nuclides out of the repository by concentrating on the 3D near field (Couplex 2). The simulation of the transport phenomena takes into account the dissolution of the glass containers and congruent emissions of the radio-nuclides including filiation chains and some simplified chemistry. Secondly, it is to use the near field computations in order to simulate the nuclide migrations in a 2D far field (Couplex 3). Coupling in between the two simulations takes into consideration the periodicity of the disposal modules and the geometry of the repository described in Couplex 1. The mixed finite element and discontinuous Galerkin methods are used to solve the convection–diffusion equations. In order to handle the nonlinear precipitation/dissolution term, we developed a new iterative technique that combines Picard and Newton–Raphson methods.     

三维地下水流中常规观测孔水位的形成机理及确定方法

对地下水三维流中常规观测孔中水位的传统计算方法提出质疑, 认为计算观测孔中水位的Hantush Бочевер方程是缺乏物理基础的纯数学方法.分析了形成观测孔中水位的机理, 提出三维地下水流中常规观测孔中只是孔口的流量为零, 而孔内却存在"抽水"和"注水"的井孔; 多层井(multilayerwell) 不一定要求"多层"的条件, 在均质单一含水层中的井孔可以具有多层井的基本特征; 混合井孔的水位并不"混合", 混合观测孔中存在符合机理的水头分布和流量分布规律等观点.普遍而言, 三维流中的观测孔不能用通常所说的线汇/线源刻画, 也不能用近几年提出的孔内为层流(线性流) 的假定来研究该问题, 然而可用笔者于1993年提出的"渗流-管流耦合模型"和"等效渗透系数"方便、有效地模拟.就说明性算例而言, Hantush Бочевер方程只能近似用于孔径大于0.2m且径距大于10~20m的条件.      

A simulation experimental study on oxidative kinetics of sphalerite under hypergene condition

The sphalerite oxidative kinetics under hypergene condition was simulated and studied by means of a mixed flow reactor over a pH range of 1.0 7.8,and at dissolution temperatures from 20 to 55℃,ferric ion concentrations from 1.0×10-5 to 1.0×10-2 mol/L,O 2 flux of 0.5 L/min,and oxidants of ferric ion and O 2.It is indicated that with ferric ion as oxidant,the oxidation rate of sphalerite increases with increasing ferric ion concentration,temperature and decreasing pH value,and under the studied conditions,the dissolution rates of Zn and Cd are approximately identical,with the values of activation energy being 41.75 and 42.51 kJ·mol-1,respectively,suggesting that the oxidation rate of sphalerite is controlled by chemical reactions on mineral surface.However,with O 2 as oxidant,the oxidation mechanism of sphalerite varies with pH value.Oxidation rate decreases with increasing pH value when pH is lower than 5.95,whereas the increase of pH value results in an increase in oxidation rate when pH value is higher than 7.The oxidation rate of sphalerite can be expressed as:R Zn =10 1.1663 [Fe3+] 0 0.154 ·[H+] 0.2659 ·e-41.75/RT or R Cd =10 1.7292 [Fe3+] 0 0.170 ·[H+] 0.2637 ·e-42.51/RT     

冀中拗陷古潜山油田水化学研究

冀中拗陷油气田87%的储量产于海相碳酸盐岩古潜山中,在油气生成、运移、集聚和散失的过程中地下水起了重要作用。本文根据50个试样的水化学分析资料,运用对应分析方法对冀中拗陷古潜山油田水进行了分类并初步探讨了水化学成分演化与油气藏形成的关系。     

京珠高速许漯段路基干拌水泥碎石桩加固研究

干拌水泥碎石桩是一项施工快速、不开挖路基的新型加固技术。针对京珠高速公路许漯段出现大量路基病害,采用此桩型进行加固处理。试验桩长为5.0 m,成孔直径为150 mm,间距为1.0 m×1.0 m,每层虚填料为25 cm,夯距为1.0 m,用120 kg重锤,分别对每层夯实10、8、7击的3根桩进行载荷试验,然后对每层夯实8、7击的2根桩进行重Ⅱ型动力触探试验。根据试验结果对比分析每层夯7击,单桩极限承载力达400 kPa,效果最优。通过地质雷达测试和室内土工试验对比分析加固前后路基土体变化,加固后路基不均匀变形减小,土体有效重度增加,含水率有所减少,桩体的吸水排水效果明显,桩的夯实挤密作用良好,路基的承载力和变形性能得到改善。经过桩加固后1年运行观测,加固后路段没有再次出现翻浆、叽泥等病害,表明此桩型加固高速公路路基效果显著。