乐平统底界定义和点位的争论

有关乐平统底界定义和点位的争论涉及到有关建立界线层型的一些基本原则。本文作者确信,乐平统的底界不可能建立在小间断上或层序界面上;不能被证实的点断成种事件也不能用来建立界线层型;定义种在连续演化谱系中首现的点位是确定的不是任意的;必须考虑定义种的首现时期的居群特征,不能用定义种晚期的居群特征来确定GSSP的点位;定义种的定义不能任意改动,要保持分类的稳定。不能过高估计或只认为齿脊特征是区别晚二叠世舟刺分子的唯一标准。梅仕龙有关C. postbitteri和C. dukouensis两个种区别特征的争辩是无用的,因为本文作者所使用的区别这两个种的标准正是梅仕龙等(Mei et al, 1994)所提出的。现在没有必要为维护自己的界线定义或点位而修改有关种的定义。原来有关这两个种的定义和区别特征是科学的。本文作者鉴定的C. dukouensis (Wang, 2000a, p1. 2, figs. 1～8)是正确的,符合原来的定义。乐平统底界定义应当是严格的科学的。金玉玕等(Jin et al, 1994, 1998)从来没有提到更谈不上“反复讨论”了C. doukouensis的“首现”(梅仕龙,本期)。虽然提到(C. postbitteri的首现,但由于C. postbitteri的先驱种不清,这个定义是不科学的。乐平统底界的科学而严格的定义应是:在Clarkikina postbitteri—C. duk     

钇易解石族的端员—钛钇易解石的发现

本矿物为新发现的钇易解石族的端员矿物－钛钇易解石，产于江西省龙南县足洞燕山期中粒白云母花岗岩及其风化壳中。矿物属斜方晶系，常呈板状或短柱状，为天然晶质体，浅黄色，粒度为０．０７５ｍｍ，硬度４．７，比重４．７３，二轴正晶，Ｎｇ＝２．２４８，Ｎｍ＝２．２１２，Ｎｐ＝２．１９４，Ｎｇ－Ｎｐ＝０．０５４，２Ｖ＝７０°。空间群为Ｄ＾１６２ｈ－Ｐｍｎｂ，ａ０＝０．７５０ｎｍ，ｂ０＝１．０９２ｎｍ，Ｃ０＝０．５     

Analysis of Offshore Oil Pipeline Floating Laying

-Based on the calculation model for the floating laying of the offshore oil pipeline, this paper analyses in detail the internal force, and deformation of the pipeline under a definite structural form (pipeline and buoy) and the way of pulling. The obtained results can be used for the buoy deployment, structure design, and the determination of pulling parameters (the pulling force of the cable and its length, etc.), providing an effective analysis method for floating pipeline-laying. A calculation example is given to show the related calculation process and the main results are analyzed and discussed.     

松潘-甘孜地体内花岗岩锆石SHRIMP U-Pb定年及其构造意义

松潘-甘孜地体总体上是一个三角状褶皱带,其北侧、东南侧及东侧分别与东昆仑-西秦岭构造带、金沙江构造带及龙门山构造带相邻。地体内几乎全部被三叠系浊积岩所覆盖,其中侵位了很多花岗岩体。显然,这些花岗岩的岩浆特征、来源与侵位时代,对研究松潘-甘孜地体基底性质、构造演化等问题具有重要意义。本文报道利用SHRIMP定年技术对一些花岗岩岩体锆石所进行的精确测年数据。测试结果表明:(1)松潘-甘孜地体内的花岗岩体主要形成于晚三叠世,但岩浆活动可延续到早侏罗世晚期;(2)早期花岗岩浆活动与三叠纪系褶皱变形大致同期,指示这一时期的花岗岩浆的形成可能与三叠系下部大型拆离滑脱构造相关;(3)花岗岩结晶锆石普遍具有浑圆状或不规则状较老的继承锆石核,这些核部继承锆石可能代表花岗岩浆在上升过程中从不同地层内捕获的碎屑锆石,或者是下地壳岩石深熔残留锆石。根据SHRING U-Pb定年,这些继承锆石的年龄分别为二叠纪、加里东期、晚元古代和早元古代。元古代碎屑锆石的存在也可能指示松潘-甘孜地体具前寒武系基底。     

MULTIVARIATE RESPONSE SURFACE MODELLING BY PRINCIPAL COMPONENTS ANALYSIS

Analysis of multivariate response data by modelling the principal components of the response has beenapplied to two sets of data. In both cases principal components analysis revealed the relationships amongthe response variables and exploited them to simplify the problem of modelling and optimizing themultivariate response. The models and optima obtained from the principal components comparedfavourably with the individual models and simultaneous optima.     

大同—阳高Ms6.1地震前兆综合加权信息熵的变化

利用“地震预报计算机专家系统”的思想对大同 -阳高 Ms6 .1地震前每一前兆异常事件进行综合评估 ,以每一异常的最可能发震时间来计算发震概率 ,利用地震前兆综合加权信息熵研究了系统熵值与地震的关系。对华北地区的地震前兆综合加权信息熵研究表明 ,在大同 -阳高 Ms6 .1地震前 ,信息熵出现了明显的减熵有序变化     

黑矿型矿床成矿物质来源：日本上向黑矿铼—锇和氦同位素证据

上向黑矿（Uwamuki Kuroko)是日本最典型的黑矿型矿床，它形成于日本岛弧中新世矢折岛弧裂谷环境，产于双峰式岩石组合的长英质火山岩系中。矿床由下部筒状硅矿带和上部块状黑矿带构成，后者显示典型的上黑（黑矿）下黄（黄矿）金属分带。为探索研究长期争议的成矿物质来源，系统测定了矿石和主岩的Os,He同位素组成。含矿流纹岩系的R／RA值介于0．93－1．14间，证实该岩浆可能主要来源于陆壳重熔。上向黑矿的上部块状黑矿矿石具较高的^187Os/^188Os值（2．246－7．608），反映矿石Os主体来源于壳源沉积物或矿区基底岩系；下部脉状－网脉状硅矿、块状黄矿和少量黑矿则具低^187Os/^188Os值（0．423－0．793），证实矿石Os具两源性，估计幔源物质贡献约57％－89％，壳源物质贡献约11％－43％。此外，在上部块状黑矿带内部，矿石 ^187Os/^188O显示清楚的垂向韵律性变化，揭示了成矿流体及成矿物质的周期性混合，据此，本文提出了一个新的两阶段成矿模式。     

我国几个矿区叶蜡石X射线粉晶衍射研究

对我国几个主要类型叶蜡石矿的叶蜡石做了X射线粉晶衍射研究。从大量实验结果发现,所研究叶蜡石存在单斜晶系和三斜晶系两种多型。单斜晶系(2M);空间群G_(2h)~6-C2/c,a=5.175A,b=8.902A,c=18.673A,β=100.1°,Z=4;三斜晶系(1Tc):空间群P_c,a=5.162A,b=8.965A,c=9.346A,a=91.2°,β=99.96°,γ=89.91°,Z=2。     

Mach Effect of Oblique Nonlinear Irregular Waves Interacting with Vertical Walls

Based on Hong‘s theory, previous random models, and a generalized expression suitable for FIT calculation, the interaction between irregular waves and vertical walls is numerically simulated. The results of simulation demonstrate that the wave energy changes with the incidence angle and the distance from the wall. Particularly, the Mach effect and the combined wave spectrum characteristics are analyzed in detail, which are significant in both theory and practice.     

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.