Hydrogeochemical processes involved in salt-dissolution zones,texas panhandle,U.S.A.

Permian evaporite deposits have been extensively dissolved beneath the perimeter of the Southern High Plains in the Texas Panhandle. Hydrologic and geochemical data were collected from six test wells to determine hydrogeochemical processes involved and the source and flow paths of ground water moving in salt-dissolution zones. Geochemical similarities and hydraulic-head relationships indicate that ground water dissolving halite and anhydrite moves downward from aquifers in post-Permian formations and follows flow paths influenced by topography. Holocene salt-dissolution rates probably are lower than Tertiary and Pleistocene rates owing to regional changes in physiography and climate that probably decreased the amount of recharge to salt-dissolution zones. Present as well as palaeohydrologic ground-water velocities and salt-dissolution rates are probably less beneath the Southern High Plains than in adjacent, peripheral salt-dissolution zones because of lower hydraulic conductivities and lower hydraulic-head gradients. Salinities in peripheral salt-dissolution zones are low (67 000 to 95 000 mg L^?1) despite high solubility of halite, reflecting relatively open circulation of ground water. In interior salt-dissolution zones beneath the Southern High Plains, ground-water circulation is low and water composition tends to reach halite saturation.     

完全混合系统总磷随机模型研究

在Vollenweider模型的基础上,建立一个完全混合系统的总磷浓度的随机微分方程模型。该模型将总磷浓度的变化过程当做一个随机过程,在获得初始条件的随机特性后可以得到模型的数值解和解析解,从而得到总磷浓度的一阶矩均值和二阶矩方差。模型被应用于隔河岩水库的总磷浓度的模拟,与实测资料吻合良好。     

剪切破坏模式下确定均质岩基极限承载力的两种方法

剪切破坏是岩基中最常见的-种破坏模式, 常发生在完整岩体、破碎岩体和软弱岩体等均质岩基中。本文基于岩体经验强度准则和极限平衡法, 简单介绍了理论计算岩基极限承载力的Bell解法和Hoek -Brown解法, 以及确定岩体参数m, s,c, 的方法。最后, 结合规范, 以重庆某工程为例说明了本文方法。     

"Making Place": The "Pacific Solution" and Australian Emplacement in the Pacific and on Refugee Bodies

In September 2001, Australia effected a "Pacific Solution" to its "refugee problem": the interception and transfer of "unauthorised boat arrivals" to processing centres in the Pacific Third World. These centres were agreed to by poor countries that were approached precisely because of their vulnerability and dependence upon Australia, in exchange for increases in aid. Australia thereby created a regional refugee problem and, in so doing, Australian seignorage also demands that the laws of those sovereign countries be placed in stasis so that people not convicted of a crime may be detained indefinitely. The Pacific region, in effect, came to be mapped in terms of its utility to Australia, both downplaying and concealing complex economic, social and political issues. This essay studies the Pacific Solution as a means of Australian "emplacement" in the Pacific and on refugee identity/bodies. Both refugee identity and the Pacific Third World are assessed in terms of their utility in serving as sites for Australian emplacement, whereby and wherein the borders of Australia are reinforced, to the detriment of extant "local" emplacements.     

基于MapInfo MapX测绘成果目录系统解决方案

本文阐述采用Mapinfo MapX控件和PowerBui1der8．0开发工具编制测绘成果目录管理系统的解决方案，即用可视化技术表现测绘成果目录信息数据，形象直观地展示测绘成果状况、分布、现势性、精度等等情况，实现测绘成果目录快速检索、方便查询、所见即所得输出。     

铁路工程地质环境对气候变化的反应

本文论述了气候自然变化及其异常、对盐湖、黑海沿岸、里海西岸和贝阿铁路的工程地质条件，带来的盐溶、斜坡作用活化，海侵和路基热融变形等工程地质灾害的现实性和严重性。指出今后进行铁路工程地质勘测设计时，必须考虑未来气候自然变化的重要意义。     

北京顺义地震前后的小震机制解

本文收集了1986年11月10日北京顺义M_s4.2级地震(主震)前后河北区域台网记录到的小震波谱最大振幅资料,利用P、S最大振幅比及P波初动资料,根据Delta矩阵的分离形式,对波场基本传播项进行重新组合,计算出记录资料较好的小震机制解参数。结果表明,顺义地震震中区及其附近小震主压应力(P)轴分布比较集中,并且在“主震”前小震机制解一致性较好,主震之后较前者有一定的紊乱,这可能是识别主震的一个标志。     

The discrete methods for free vibration analyses of an immersed beam carrying an eccentric tip mass with rotary inertia

In this paper, a beam without contact with water is called the “dry” beam and the one in contact with water is called the “wet” beam. For a partially (or completely) immersed uniform beam carrying an eccentric tip mass possessing rotary inertia, the conventional analytical (closed-form) solution is achieved by considering the inertial forces and moments of the tip mass and rotary inertia as the boundary conditions at the tip end of the beam. However, it has been found that the approximate solution for the last problem may be achieved by two techniques: Method 1 and Method 2. In Method 1, the basic concept is the same as the conventional analytical method; but in Method 2, the tip end of the beam is considered as a free end, while the inertial forces and moments induced by the tip mass and rotary inertia are considered as the external loads applied at the tip end of the beam. The main differences between the formulation of Method 1 and that of Method 2 are: In Method 1, the “normal” shapes of the “dry” beam are functions of the frequency-dependent boundary conditions but the external loads at the tip end are equal to zero; On the contrary, in Method 2, the “normal” mode shapes of the “dry” beam are determined based on the zero boundary conditions at the tip end of the beam but the external loads at the tip end due to the inertial effects of the tip mass and rotary inertia must be taken into consideration for the free vibration analysis of the “wet” beam. Numerical results reveal that the approximate solution obtained from Method 2 are very close to that from Method 1 if the tip mass moment of inertia is negligible. Besides, the two approximate solutions are also very close to the associated analytical (closed-form) solution or the finite element solution. In general, it is hoped that there exist several methods for tackling the same problem so that one may have more choices to incorporate with the specified cases. It is believed that the two approximate methods presented in this paper will be significant from this point of view.     

Solution-collapse depressions and suspensates in the limnocrenic lake of banyoles (ne Spain)

A high resolution seismic reflection survey in the Banyoles limnocrenic solution lake allowed penetration of dense suspensates occupying cone-like bottom depressions of different size. The depressions result from the dissolution and collapse of underlying Eocene calcareous and gypsiferous materials over which lacustrine sediments of varying thicknesses have accumulated. The suspensates occupying the depressions present three main types of seismic signatures: stratified, semistratified, and transparent. The densities of the suspensates and the water depths of their tops, which fluctuate continuously, vary from one depression to another. The maximum seismically recorded suspensate thickness is 44 m. Morphological and structural features, seismic characters, and variable degrees of hydraulic activity, point to the existence of different stages of maturity in the lake bottom depressions. This work brings new insight on the dynamics and evolution of limnocrenic solution lakes.     

自动气象站常见的异常问题及解决方法

对自动气象站常见的异常问题进行分析，并对这些异常问题提出解决方法。