胶东西北部望儿山金矿床黄铁矿标型特征及找矿意义

对胶东西北部望儿山金矿床中的黄铁矿进行了系统的采样和热电系数、热电导型、晶胞参数、化学成分等特征的分析,在此基础上探讨了黄铁矿的找矿意义。研究表明,望儿山金矿床中的黄铁矿化学成分亏S,特征元素为Au、Ag、Cu、Pb、Zn、As、Co、Ni、Se;黄铁矿热电导型P型的出现率为29.4%,热电性各项参数的变化在时间和空间上都与矿石金品位有明显的相关性;黄铁矿热电系数-温度标尺显示成矿温度集中在130.3~339.8℃之间;黄铁矿晶胞参数a0、v0值及X射线衍射峰半高宽都偏低,具有深部黄铁矿特征。黄铁矿δFe-δS图和晶胞参数a0图均显示望儿山金矿床为中低温热液成因,矿体的剥蚀程度较深,向下可能转化为蚀变岩型。     

An experimental investigation of hydrodynamic coefficients for a vertical truncated rectangular cylinder due to regular and random waves

The research into hydrodynamic loading on ocean structures has concentrated mostly on circular cross-section members and relatively limited work has been carried out on wave loading on other cross-sections such as rectangular sections. These find applications in many offshore structures as columns and pontoons in semi-submersibles and tension-leg platforms. The present investigation demonstrates the behaviour of rectangular cylinders subject to wave loading and also supplies the hydrodynamic coefficients for the design of these sections.This paper presents the results of wave forces acting on a surface piercing truncated rectangular cylinder set vertically in a towing tank. The experiments are carried out in a water depth of 2.2 m with regular and random waves for low Keulegan–Carpenter number up to 6. The rectangular cylinder is of 2 m length, 0.2 m breadth and 0.4 m width with a submergence depth of 1.45 m from still water level. Based on Morison equation, the relationship between inertia and drag coefficients are evaluated and are presented as a function of KC number for various values of frequency parameter β, for two aspect ratios of cylinders, equals to 1/2 and 2/1. Drag and inertia coefficients obtained through regular wave tests are used for the random wave analysis to compute the in-line force spectrum.The results of the experiments show the drag and inertia coefficients are strongly affected by the variation in the aspect ratios of the cylinder. The drag coefficients decreases and inertia coefficients increases with increase in Keulegan–Carpenter number up to the range of KC number tested. The random wave results show a good correlation between measured and computed force spectrums. The transverse forces in both regular and random waves are found to be small compared to in-line forces.     

基于正交多项式变换的CMP动校正道集随机噪声压制

本文提出了一种新的基于正交多项式变换来压制动校正后CMP道集上随机噪声的方法,将地震资料经过正交多项式变换,建立正交多项式系数谱,该谱描述了地震资料在正交多项式域的能量分布,可以较好地分离有效波和随机噪声,相对于固定阶次的基于正交多项式变换压制噪声的方法,所提出的方法根据能量随阶次变化的规律,自适应确定表达有效信号的正交多项式阶次,既提高了信号和噪声的分离效果,又有效地保护了地震信号中的AVO信息,对人工合成数据和实际资料的处理结果表明了所提出方法的有效性.     

非连续变形分析（DDA）方法在高海拔高烈度地区公路边坡稳定性分析中的应用

分析了天山某公路边坡发育的工程地质特征,并结合高海拔高烈度地区公路冻融作用强烈的特征,引入了冻融折减系数,采用非连续变形分析(DDA)方法模拟了该段边坡变形破坏全过程。结果显示,在各种内外营力的综合作用下,目前该段边坡处于时效变形阶段,变形破坏主要集中于浅表部;DDA模拟结果表明,在天然状态下该段边坡处于基本稳定状态,但在地震工况及地震+冻融工况下易于发生浅表层的滑移式崩塌。结合以上边坡变形破坏特征,提出了采用清除坡表危岩+插别加固的综合治理措施。      

基于界面元法的向家坝重力坝深层抗滑稳定分析

重力坝的深层抗滑稳定分析多采用刚体极限平衡分析方法和非线性有限元法,但通常的刚体极限平衡法不能反映坝基岩体渐近失稳过程和破坏的力学机制,非线性有限元法则难以解决坝基中软弱结构面位移不连续问题。结合向家坝工程,建立了泄④坝段的计算模型,采用界面元法进行了大坝深层抗滑稳定分析,给出了坝基中破坏区的范围和分布,以及坝基的渐进破坏过程和可能滑体的抗滑稳定安全系数等成果,为坝基处理措施提供了重要的技术参考依据。研究结果表明,所建立的分析方法可以自然描述坝基岩体各种介质的错动、张开和滑移等不连续变形的特征,可用于重力坝坝基的深层抗滑稳定 分析。     

500hPa月平均高度场球函数谱异常与陕西旱涝的关系

使用NCEP/NCAR再分析资料中的 50 0hPa月平均高度场资料及其主要球函数系数和陕西测站月降水量资料 ,结合陕西分区春、夏季旱涝长期预报的实际问题 ,探讨半球月平均 50 0hPa月平均高度场的球函数系数资料在长期天气预报中的应用的途径。发现基于区域降水指数 (IR)定义的陕西区域春、夏季旱涝指数I与历史实况相符 ,而球函数系数的年际异常具有低维、低阶特性 ,可以利用它们作为预报量、预报因子的参数 ;对春、夏季旱涝指数与同期和前期环流异常的相关分析表明 ,北半球环流异常与陕西各区春、夏旱涝的出现相关联系显著 ,南半球环流异常与陕西春、夏旱涝出现的相关联系总体上不显著。     

Seismic site effects by an optimized 2D BE/FE method II. Quantification of site effects in two-dimensional sedimentary valleys

This paper deals with the evaluation of seismic site effects due to the local topographical and geotechnical characteristics. The amplification of surface motions is calculated by a numerical method combining finite elements in the near field and boundary elements in the far field (FEM/BEM). The numerical technique is improved by time truncation. In the first part of this article, the accuracy and the relevance of this optimized method are presented. Moreover, parametric studies are done on slopes, ridges and canyons to characterize topographical site effects. The second part deals with sedimentary valleys. The complexity of the combination of geometrical and sedimentary effects is underlined. Extensive parametrical studies are done to discriminate the topographical and geotechnical effects on seismic ground movement amplifications in two-dimensional irregular configurations. Characteristic coefficients are defined to predict the amplifications of horizontal displacements. The accuracy of this quantitative evaluation technique is tested and discussed.     

间断伽辽金法(DGM)求解弹性地基梁问题

间断伽辽金法使用节点位移一类未知数作为测试函数,削弱了内部单元边界上的一阶及n阶导数的连续性,大大降低了构造形函数的难度,特别适合控制方程为高阶微分方程问题的求解。基于间断伽辽金法的基本原理,推导了弹性地基梁四阶微分控制方程的积分“弱”形式,编制了计算程序,进行了数值计算和收敛性分析。计算结果表明：用间断伽辽金法求解弹性地基梁问题是十分有效率的。     

Lebedev网格改进差分系数TTI介质正演模拟方法研究

本文采用一种新的交错网格-Lebedev网格（LG）进行TTI介质的正演模拟研究,避免了Virieux标准交错网格（SSG）算法在处理TTI、单斜等各向异性介质时波场插值引入的数值误差,提高了模拟精度.在方法实现过程中,本文针对有限差分正演模拟面临的网格频散与边界反射两个关键性问题分别做了优化,并通过模型试算验证了它们的有效性与可行性：（1）结合最小二乘思想推导出新的频散改进差分系数（DIC）,该系数比Taylor系数更能有效地压制粗网格引起的数值频散,可以节约内存,提高计算效率;（2）将分裂的多轴完全匹配层（M-PML）吸收边界条件引入到LG算法中,解决了传统PML边界条件在某些各向异性介质中的不稳定现象并且具有较好的边界吸收效果.     

沿岸流中混合系数的实验研究

进行了在规则波作用下破波带内水平混合系数测量的物理模型实验。通过在沿岸流流场中投放墨水点源和采用CCD摄像机摄像,测量了点源扩散过程。利用水深平均二维扩散方程近似解析解得到了由实验结果计算混合系数的方法。实验结果表明:扩散系数仅依赖于当地水深,与波浪参数(周期和波高)无关。沿岸流沿水深变化产生的离散作用导致顺流方向(纵向)混合系数远大于横流方向(横向)混合系数。横流方向混合系数中由波浪产生的扩散系数占总扩散系数约40%,其余为波浪破碎引起的湍流产生的扩散系数。