安徽沙溪斑岩铜矿床中伴生金的赋存状态

矿体赋存于燕山早期形成的石英闪长斑岩及闪长玢岩中。矿石的主要金属矿物有:黄铜矿、黄铁矿、斑铜矿、自然金、银金矿等。黄铁矿、黄铜矿是金的主要载体矿物。通过矿相鉴定、单矿物化学研究、物相分析,电子探针分析、透射电镜分析等,查明了金的赋存状态。显微金呈包体状态包含于黄铜矿之中,粒径为5—20微米。次显微佥呈球状、链状及不规则状分布于黄铁矿晶体边缘及微裂隙中。经探针分析,金的成色为790—850,平均成色为815。经物相分析,金的矿物量为85%—95%,表明金是以矿物态存在。我国玉龙、德兴、多宝山等地的斑岩铜矿都有不同程度金的显示,查明金的富集规律及赋存状态,对于综合开发斑岩铜矿,提高矿床利用价值将会开拓新的前景。     

岩溶水型水源地保护区划分方法研究——以济南市曹楼水源地为例

对地下水水源地进行保护区划分将提高地下水的安全保障程度。岩溶水型水源地由于含水层的非均质、各向异性的特点,难以合理准确的划分水源地保护区。以济南市曹楼水源地为研究对象,在充分收集和分析水源地水文水质、地形地貌等资料的基础上,采用组合法划定水源地保护区,结合地形地质条件对保护区范围进行修正,保护水源地免受污染。利用组合法划分的水源地保护区加强了对上游补给区,尤其是地下水主径流带的保护,划分结果更符合实际。利用该方法能提高对水源地主要补给区的保护,保障地下水的可持续开发利用,为水源地的保护提供科学的依据和参考。     

Computation of Viscous Uniform and Shear Flow over A Circular Cylinder by A Finite Element Method

The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a weighted residual method in space. The stable three-step scheme is applied to the momentum equations in the time integration. The numerical model is firstly applied to the computation of the lid-driven cavity flow for its validation. The computed results agree well with the measured data and other numerical results. Then, it is used to simulate the viscous uniform and shear flow over a circular cylinder for Reynolds numbers from lO0 to lO00. The transient time interval before the vortex shedding occurs is shortened considerably by introduction of artificial perturbation. The computed Strouhal number, drag and lift coefficients agree well with the experimental data. The computation shows that the finite element model can be successfully applied to the viscous flow problem.     

Analytical Study on Wave Diffraction from a Vertical Circular Cylinder in Front of Orthogonal Vertical Walls

In this paper, the principle of mirror image is used to transform the problem of wave diffraction from a circular cylinder in front of orthogonal vertical walls into the problem of diffraction of four symmetric incident waves from four symmetrically arranged circular cylinders, and then the eigenfunction expansion of velocity potential and Grafs addition theorem are used to give the analytical solution to the wave diffraction problem. The relation of the total wave force on cylinder to the distance between the cylinder and orthogonal vertical walls and the incidence angle of wave is also studied by numerical computation.     

基于Argo资料的世界大洋温度跃层的分布特征

基于2002年至2007年Argo浮标温度剖面资料,计算温度跃层特征参数,判定跃层的类型。在此基础之上,绘制了世界大洋四季温度跃层特征分布图。分析结果初步揭示了世界大洋温度跃层深度和强度的分布规律及其冬、夏两季的变化规律。     

Vlf experiment with the interkosmos-5 satellite

Summary The Interkosmos5 VLF experiment consisted of a spectrum analyser with twelve narrow-band channels and broadband measurements between0.07 and20 kHz using an analogue telemetry with a tape recorder on board. The apparatus used in the experiment is shortly described, some examples ofVLF phenomena observed are given and a review of all analogue data recorded is shown in a graphical calendar.     

营口-潍坊断裂带的新构造和新构造活动

裂带是郯庐断裂带通过渤海的部分.郯庐断裂带是我国东部一条规模巨大的NNE-NE向构造带,具有长期发育的历史,新近纪以来的新构造活动相当强烈,尤其是位于渤海的营潍断裂带.但因以前渤海石油地质勘探和研究注重古近纪的地层和构造,而有关新近纪以来的地质资料甚少,致使它成为郯庐断裂带新构造和新构造活动研究程序最低的部分.     

浙东沿海海蚀地貌及其与断块差异运动的关系

本文阐述了浙江东部沿海海蚀地貌的分布特征,认为高位古海蚀地貌是浙江东部一种普遍存在的现象,这些海蚀地貌确系古海面遗迹,但它们今日之分布高度乃是长时期构造抬升作用的结果。同期海蚀地貌的分布高度不同,除在形成时受到各种因素制约外,断块间的差异升降运动也是其影响因素之一。     

再力花/菖蒲生物湿地床去除河水中氮磷的试验

采用再力花和菖蒲构建湿地床,以考察其对污染河水的净化效果。6个月的连续试验表明:在水力负荷为0.24 m3/(m2.d)、植物种植密度大于158株/m2的条件下,2种植物存活率均大于93%,说明植物能适应低污染负荷、高种植密度的无土培养环境;再力花和菖蒲湿地床月均去除率分别为:总氮(TN),48.22%～78.53%和43.23%～72.42%;总磷(TP),77.62%～85.67%和58.07%～80.77%。再力花湿地床对TN、TP的净化效果好于菖蒲湿地床;2种植物吸收N、P含量分别占去除总量的比例:N为44.14%、37.75%,P为73.43%、62.05%。湿地床技术可有效去除来水中的TN、TP,通过植物吸收作用累积N、P含量较高,不同种类的植物构建湿地床对污染河水中N、P去除效果存在显著差异,且硝化反硝化和植物吸收是去除N的主要途径,而植物吸收是去除P的有效手段。     

Implementation of Solute Transport in the Vadose Zone into the “HYDRUS Package for MODFLOW”

The “HYDRUS package for MODFLOW” is an existing MODFLOW package that allows MODFLOW to simultaneously evaluate transient water flow in both unsaturated and saturated zones. The package is based on incorporating parts of the HYDRUS-1D model (to simulate unsaturated water flow in the vadose zone) into MODFLOW (to simulate saturated groundwater flow). The coupled model is effective in addressing spatially variable saturated-unsaturated hydrological processes at the regional scale. However, one of the major limitations of this coupled model is that it does not have the capability to simulate solute transport along with water flow and therefore, the model cannot be employed for evaluating groundwater contamination. In this work, a modified unsaturated flow and transport package (modified HYDRUS package for MODFLOW and MT3DMS) has been developed and linked to the three-dimensional (3D) groundwater flow model MODFLOW and the 3D groundwater solute transport model MT3DMS. The new package can simulate, in addition to water flow in the vadose zone, also solute transport involving many biogeochemical processes and reactions, including first-order degradation, volatilization, linear or nonlinear sorption, one-site kinetic sorption, two-site sorption, and two-kinetic sites sorption. Due to complex interactions at the groundwater table, certain modifications of the pressure head (compared to the original coupling) and solute concentration profiles were incorporated into the modified HYDRUS package. The performance of the newly developed model is evaluated using HYDRUS (2D/3D), and the results indicate that the new model is effective in simulating the movement of water and contaminants in the saturated-unsaturated flow domains.