黔西南及邻区中-晚三叠世层序地层格架

在研究了黔西南及邻区中—晚三叠世地层的层序界面特征、地层结构和堆叠型式之后 ,将其划分为 5个沉积层序 ,并描述了层序内各体系域的特点 ,在此基础上 ,通过综合研究已取得的生物地层资料 ,将其与Haq等列出的三叠纪生物地层时带进行对比 ,初步标定了各沉积层序及体系域的界面年龄 (层序 1底界年龄 2 39.4Ma;层序 2底界年龄 2 38Ma;层序 3底界年龄 2 33Ma;层序 4底界年龄 2 2 7Ma,顶界年龄 2 2 3Ma) ,从而建立了本区分辨率较高的中—晚三叠世地层格架。格架中层序地层的组合样式 ,在 2级海平面缓慢下降的背景下 ,受盆地构造沉降的影响较大。当层序处于构造沉降的加速期时 ,呈退积型组合方式 (如层序 1和层序 3) ;而当层序处于构造沉降的平缓期时 ,则呈进积型组合方式 (如层序 2和层序 4 )。     

Influence of the Choice of Core-Envelope Transition Point on the Binary Merger of Two Main-sequence Components

We have studied the influence of different choices of core-envelope transition point on the final merger of contact binaries with two main-sequence components. A binary of 1.00 + 0.90M⊙ with an initial orbital period of 0.35d is examined. The mass fraction of the primary mixed with the matter of the secondary, qmix, determined by the chosen core-envelope transition point, ranges from 0.04 to 1.00 in our analysis. If as qmix< 0.8, none of the     

祁连山冻土区天然气水合物科学钻探试验井中侏罗统的沉积学特征

对青海祁连山冻土区天然气水合物钻井(DK-3)岩心进行了沉积学分析。根据对钻井地层特征、粒度、矿物含量的综合分析,在DK-3钻井揭露的中侏罗统中识别出4种沉积相类型,并完成了沉积微相的划分。伴随地层由老到新,沉积环境由最初发育的辫状河过渡到相对稳定的湖泊(辫状河→湖泊→曲流河三角洲→湖泊)。在133~156m和225.1~240m井段的岩层中发现的天然气水合物,主要呈薄层状分布于岩石裂隙面上;而在367.7~396m井段,天然气水合物除存在于岩石裂隙中外,在砂岩孔隙中亦大量存在。天然气水合物的产出与沉积环境、构造条件有着密切的联系。     

Java多线程及多点连接技术在WebGIS数据传输中的应用

目前空间数据的传输效率低下已成为制约WebGIS发展的主要瓶颈之一。多线程技术以及多点连接在提高系统吞吐率、有效利用系统资源、改善用户任务之间的通信效率等方面有着显著作用。本文采用地图分层和图面分割的方法以及Java多线程和多点连接技术实现了WebGIS空间数据的高效传输。     

湘南稀土矿床的放射性特征及其对开采的影响

湘南主要稀土矿区的岩、矿石和稀土矿物的放射性特征表明，矿区放射性强度的高低与稀土总量无关，而与矿石的铀、钍含量密切相关；主要矿区的放射性对其开发与产品都没有影响，但长期接触对人体有一定危害。因此，开采时必须加强防护，防止放射性的长期照射，并选用无放射性的清洁饮用水，以保护人体健康。     

Protection of bridge piers against scouring with tetrahedral frames

Armoring countermeasures, such as riprap stones, are the primary method used to protect bridge piers against scouring; however, these methods have not had definitive success. Recently, flow-altering countermeasures, such as sacrificial piles, have been tested as an alternative to armoring countermeasures. This study investigated the mechanics of an innovative flow-altering countermeasure device, frames in the shape of tetrahedrons that act as a pier-scour countermeasure. Results of measured characteristics for turbulence flow showed that the flow around the tetrahedral frames can be divided into three regions： （1） a deceleration region near the sediment bed; （2） an acceleration region in the middle of water depth region; and （3） a restoration region near the water surface. The velocity magnitudes, turbulent intensities and vorticities decreased in the deceleration region, increased in the acceleration region and reverted to that of the unprotected condition in the restoration region. This pier-scour countermeasure is innovative because of its ability to dissipate energy associated with the downflow and the horseshoes vortex generated around the bridge pier. The scour tests revealed that the frames protected the foundation of bridge piers against scour. The experimental results showed that the percentage reduction of scour depth decreased as the velocity ratio, U/U c , decreased, reaching a value of 50% for the range of parameters tested in this study. Moreover, its efficiency was dependent on the placement density of the frames. The data showed that the frames were more effective when η was larger. However, their influence becomes less significant when η≥ 0.16.     

A note on the discovery of a 2M_⊙ pulsar

It is conventionally thought that the state equation of dense matter softens and thus cannot result in high maximum mass if pulsars are quark stars and that a recently discovered 2M⊙ pulsar (PSR J1614-2230) may make pulsars unlikely to be quark stars. However, this standard point of view would be revisited and updated if quark clustering could occur in cold quark matter because of the strong coupling be- tween quarks at realistic baryon densities in compact stars. It can be argued that the state equation of...     

地震断层面上的位错分布

1979年Imperial Valley地震、1989年Loma Prieta地震、1992年Landers地震、1994年Northridge地震、1995年阪神地震的地震断层面上的位错分布,满足分段的Gutenberg-地震位错 Gutenberg-Richter定律 b值Richter定律. 对于小位错,b值约为1;对于比较大的位错,b值大于1.     

Nonlinear Static Finite Element Stress Analysis of Pipe-in-Pipe Risers

Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers.     

基于GIS矿产勘查靶区优选技术

靶区优选是矿产勘查中的一个关键环节, 它既是矿产资源预测成果的直接体现形式, 同时又是联系矿产资源预测与勘查工作部署的桥梁.然而, 由于人们认识上的不完备性和缺乏相应的技术手段支撑, 使得靶区优选常被忽视或简化.探讨了靶区优选的地质基础原则, 建立了靶区优选的技术流程, 研发了基于GIS支持下靶区优选计算机辅助决策模块, 并以云南省个旧地区与岩浆活动有关的锡铜多金属矿靶区为例进行了示范研究.结果表明靶区优选技术及相应的软件能够客观地反映不同靶区的特征, 提高靶区优选的智能化程度和工作效率.