高岭石与碱剂作用后反应液中硅铝元素变化规律研究   总被引：1，自引：2，他引：1  

陈忠  沈明道 《矿物岩石》1997,17(3):53-58

本文系统地研究了高岭石与碱剂间的作用对反应后的液相参数进行全面测定，以查清温度，反应时间，碱性驱替剂的种类浓度等因素与液相参数和固相参数的关系。提出高岭石的非一致性溶蚀趋势，并探讨高岭石与碱性驱替剂的作用机理，丰富了化学驱油过程中化学剂与矿物作用方面的基础理论。  相似文献   

Optimal weighting in the finite difference solution of the convection-dispersion equation     

H. Q. Wang  M. Lacroix 《Journal of Hydrology》1997,200(1-4):228-242

Oscillation and numerical dispersion limit the reliability of numerical solutions of the convection-dispersion equation when finite difference methods are used. To eliminate oscillation and reduce the numerical dispersion, an optimal upstream weighting with finite differences is proposed. The optimal values of upstream weighting coefficients numerically obtained are a function of the mesh Peclet number used. The accuracy of the proposed numerical method is tested against two classical problems for which analytical solutions exist. The comparison of the numerical results obtained with different numerical schemes and those obtained by the analytical solutions demonstrates the possibility of a real gain in precision using the proposed optimal weighting method. This gain in precision is verified by interpreting a tracer experiment performed in a laboratory column.  相似文献   

Conductivity of NaCl solution at 0.4–5.0 GPa and 25–500 °C     

Yousheng Xu  Hongsen Xie  Jie Guo  Haifei Zheng  Yueming Zhang  Maoshuang Song 《中国科学D辑(英文版)》1997,40(4):398-402

NaCI-H₂O is the most fundamental ternary system in geology. Until now, the measurements of electrical conductivity of NaCl solutions are still little at high pressures (> O.5 GPa) We measured the conductivity of 0.01 m NaCl solution at 0.4–5.0 GPa and 25-500°C. The results are consistent with that of Quist and Marshall (1968) at 0.4 GPa. The conductivity of NaCl solution increases with increasing temperature. The results also show that the conductivity of NaCl solution changes little with increasing pressure below 1.5 GPa and changes rapidly with increasing pressure above 1.5 GPa. The rapid increase of the conductivity of NaCl solution may play an important role in many geological processes (such as the genesis of ore deposits under hydrothermal condition) and other fields. Project supported by the National Natural Science Foundation of China.  相似文献   

下庄铀矿田成矿热液的水源研究     

刘金辉  李学礼  史维浚  孙占学 《吉林大学学报(地球科学版)》1997,(4)

在分析下庄铀矿田成矿地质背景的基础上，根据包体水氢、氧同位素组成和水－岩相互作用原理对该矿田成矿热液的水源进行了详细探讨。其结果表明，下庄铀成矿热液的氢、氧同位素组成δ１８Ｏ＝＋６．９０‰～－９．８０‰（ＳＭＯＷ）、δＤ＝－３０‰～－８５‰（ＳＭＯＷ）位于已发生氧漂移的大气降水同位素组成范围。水－岩同位素交换后，岩石的δ１８Ｏ值明显降低，显示出与岩石相互作用的古地下水具有相当低的δ１８Ｏ值。不同水－岩比值条件下同位素交换结果证明下庄成矿古水热系统具有比较充足的水源，大气降水与岩石交换后热液的δ１８Ｏ计算（－８．２６‰～＋１．５３‰）与成矿期热液的δ１８Ｏ值（－６．５４‰～＋１．４３‰）相吻合。证据表明下庄铀矿田成矿热液的水源主要来自大气降水。  相似文献   

变差函数参数的计算   总被引：2，自引：0，他引：2  

矫希国 《地质论评》1997,43(6):658-663

为了求出地质统计学中变差函数理论模型的参数，首先把相应模型化成线性函数的形式，多面手应用线性方程组非负解的理论计算出它的参数。  相似文献   

陕南勉宁略地区铜厂铜矿地球化学特征   总被引：2，自引：0，他引：2       下载免费PDF全文

叶霖  刘铁庚 《地质找矿论丛》1997,12(4):17-22

通过对陕南铜厂铜矿的地球化学研究，笔者认为铜矿矿区对应的大地构造环境应为岛弧及其活动大陆边缘，细碧岩的原岩为钙碱性大陆系列，随着海西早期闪长岩的侵入，带来了汽液，热动力和部分成矿物质，形成富含有Ｃｌ，Ｎａ和Ｋ岩浆热液与天水的混合热液，在这种混合热液的作用下，使地层－晚元古代郭家沟组细碧岩和海西早期闪长岩中Ｃｕ等成矿物质活化，并以Ｃｌ等络合物形式搬运，在闪长岩体内接触带的构造片理化中富集成矿，本矿床  相似文献   

任意圆弧形凸起地形中隧洞对入射平面SH波的影响   总被引：10，自引：2，他引：10       下载免费PDF全文

梁建文  罗昊  Vincent W.Lee 《地震学报》2004,26(5):495-508

借助辅助函数的思想， 采用波函数展开法给出了圆弧形凸起地形中隧洞对入射平面SH波影响问题的一个解析解．数值结果表明，凸起地形中隧洞的存在以及隧洞大小，对凸起地形表面运动，以及凸起地形中的隧洞的动应力集中均具有显著影响．   相似文献   

O(T2)精度下椭球界面Dirichlet边值问题的积分解     

于锦海 《地球物理学报》2004,47(1)

研究了边界是参考椭球面的Laplace方程Dirichlet边值问题的求解，在O(ε4·T)精 度下给出了参考椭球界面上扰动重力位Dirichlet外问题的积分解式. 该结果理论上优于目 前常用的球近似下的积分解式，从而为研究物理大地测量中边值问题的求解提供了新的依据  相似文献   

In-plane and anti-plane strong shaking of soil systems and structures     

G. Gudehus  R. O. Cudmani  A. B. Libreros-Bertini  M. M. Bühler 《Soil Dynamics and Earthquake Engineering》2004,24(4):319-342

The concept of in-plane and anti-plane shaking is introduced with a rigid block on a plane surface with Coulomb friction. Using a hypoplastic constitutive relation to model the mechanical behaviour of the soil, numerical solutions for a rigid block on a thin dry or saturated soil layer are obtained. The coupled nature of dynamic problems involving granular materials is shown, i.e. the motion of the block changes the soil state—skeleton stresses and density—which in turn affects the block motion. Motions of the block as well as soil response can be more realistically calculated by the new model. The same constitutive equation is applied to the numerical simulation of the propagation of plane waves in homogeneous and layered level soil deposits induced by a wave coming from below. Experiments with a novel laminar shake box as well as real seismic records from well-documented sites during strong earthquakes are used to verify the adequacy of the hypoplasticity-based numerical model for the prediction of soil response during strong earthquakes. The response of a homogeneous earth dam subjected to in-plane and anti-plane shaking is investigated numerically. In-plane and anti-plane shaking is shown to cause nearly the same spreading of a sand dam under drained conditions, whereas under undrained conditions anti-plane shaking causes stronger spreading of the dam. The dynamic behaviour of a breakwater founded on rockfill and soft clay during the 1995 Kobe earthquake is back-calculated to show the good performance of the proposed numerical model also with a structure. Section 9 deals with buildings on mattresses of densified cohesionless soils or fine-grained soils with granular columns, slopes with ‘hidden’ dams and structures on piles traversing clayey slopes to show the suitability of hypoplasticity-based models for the earthquake-resistant design and safety assessment of geotechnical systems.  相似文献   

3-D rheologic model of earthquake preparation (II): Strain field and its applications     

宋治平  尹祥础  梅世蓉 《地震学报(英文版)》2004,17(2):131-143

Introduction Based on the elastic theory of the hard inclusion (Dobrovolskii, 1991), we developed an inclusion theory of rheologic medium, and applied the results of bulk-strain field of a rheologic inclusion model to explain the spatial-temporal evolution process of earthquake precursors (SONG, et al, 2000). In the former paper (SONG, et al, 2003), we derived the viscoelastic displacement field of the rheologic inclusion model on the basis of the analytic expression of displacement field o…  相似文献