东海南海交接带重磁场特征及新生代盆地成因

东海南海构造交接带及其邻近海区(简称交接带)位于中国东部大陆边缘,东邻俯冲板块边界。台湾以北是琉球海沟俯冲带,台湾以南为马尼拉海沟俯冲构造带。区域重磁资料分析结果表明,该东海陆架区存在3条重力高和2条重力低,重力高分别对应于闽浙隆起带、渔山低凸起和陆架外缘隆起,最大值高达50×10-5m·s-2;重力低对应于沉积盆地,最低值在台西南盆地,约为-20×10-5m·s-2。重磁特征表明东海盆地外缘台湾 钓鱼岛构造带具有明显的自由空间异常,磁场为平缓负异常,由古近系、白垩系或更老的变质岩及中新世的侵入岩组成,向南延伸至澎湖隆起。因为澎湖隆起具有高重力异常,放射性年龄表明这些碱性玄武岩形成于17 8～8MaBP,其特征同现在的琉球岛弧一样,可能是残留的古琉球岛弧。台西南盆地南侧(上陆坡)的凸起具有类似的幅度异常,呈ENE—WSW向,并消失在台西南盆地南段。新生代以来,盆地张裂活动具有不同时性,并向陆架边缘变得年轻。东海大陆边缘盆地属弧后残留盆地成因,多因岛弧的迁移而新生,但珠江口盆地则是被动大陆边缘裂陷作用所致。     

A Note on Soil Structure Resistance of Natural Marine Deposits

It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure.     

面向GIS的线状符号开放式多元设计方案

提出一种跨越专业限制，用于快速绘制任意曲率曲线的开放式线状符号“组合配置法”设计方案，即用主干线、辅助线、辅助圆和点符号等四种子线型的有机组合描述目标线型，并详细论述了其数据结构、文件结构及子线型的实现方法。同时还提出伪码法用于解决满足国标要求的图廓整饰线，并对裁剪法作了简要阐述。上述线型设计方法已成功设计、实现并应用于“海底地形成图系统(MBChar)”，已服务于大陆架海底成图项目。     

远海梭子蟹渔业生物学的初步调查

对海南岛北部湾远海梭子蟹进行了生物学调查。初步结果表明，周年雌雄性比约1：1。当年生蟹的交配期在8－10月，越年蟹在6－8月。初次性成熟的甲宽为75mm，体重48g。大量性成熟甲宽100－120mm，体重70－100g。此外生殖期较长，且周年有两个繁殖高峰期，分别在3－5月和8－10月。其群体甲宽优势组为110－150mm，体重优势组在60－150g。     

Fuzzy Optimum Model of Semi-Structural Decision for Lectotype Optimization of Offshore Platforms

In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t     

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.     

Fatigue Behavior of Plain Concrete Under Biaxial Compression: Experiments and Theoretical Model

The effects of different lateral confinement stress on the fatigue behavior of and cumulative damage to plain concrete are investigated experimentally. Eighty 100 mm x 100 mm x 100 mm specimens of ordinary strength concrete are tested under constant- or variable-amplitude fatigue loading and lateral confinement pressure in two orthogonal directions. A fatigue equation is developed by modifying the classical Aas-Jakobsen S-N equation for taking into account the effect of the confined stress on fatigue strength of plain concrete. The results of variable-amplitude fatigue tests indicate that the linear damage theory proposed by Palmgren and Miner is unreasonable in the biaxial stress state. A nonlinear cumulative damage model that could model the effects of the magnitude and sequence of variable-amplitude fatigue loading and lateral confinement pressure is proposed on the basis of the evolution laws of the residual strains in the longitudinal direction during fatigue tests. The residual fatigue life predic     

An Experimental Study of Several Special Issues Regarding the Ice Force on Conical Structures

The effect of the cone spacing of a conieal structure on the ice force is studied by model experiments. The ice force reduction coefficient presented in this paper expresses the relationship between the ice force and the arrangement of cones. The experiments prove that the mode of the ice failure before the boundary of upward-downward bending cone (UDBC) is crushing. A conclusion can also be drawn from the experiments that the ice force on the boundary of UDBC is by far less than that on a vertical pile with the same diameter. Moreover, the ice force frequencies on upright and inve-rted cones are obtained under the field condition of the platform JZ20-2, respectively. The results show that the alterna-tion of the ice force on UDBC can hardly induce resonance of platform JZ20-2.     

南沙珊湖礁生态系生物体中δ_(13C)的分布

1999年4月对南沙群岛海域珊湖礁生态系进行调查,采集了永暑礁和渚碧礁生态系统中不同营养级的生物样品,测定了它们的稳定同位素 13C的丰度δ13C,结果表明,永暑礁中的δ13C 沿着食物链有明显的增加趋势,渚碧礁则不明显.渚碧礁生态系中δ13C 的平均值为 -17.7‰,明显高于永暑礁( -19.5‰),这主要与生物种群的差异,纬度变化及环境因子有关。底栖性鱼类比游泳性鱼类的δ13C 相对高。对于肉食性的珊瑚礁鱼类来说,小型鱼类肌肉中的丰度要高于中型和大型鱼类,这可能是由于代谢反应差异引起的。作为代谢的主要器官肝脏对13C有更高的富集度。温度、生物合成以及初级消费者的食物是以C3 还是C4 植物为主对生物体内的δ13C 起决定作用。     

南黄海海域的海相地层含油气系统

南黄海海域油气勘探近40年成果证实,南黄海盆地与相邻的苏北盆地具有相似的发育历史。目前,苏北已在中、古生界近50口钻井中见到油气显示,其中在下三叠统青龙组和上石炭统船山组发现了大量油气显示,在盐城朱家墩发现源于中、古生界的再生气田,在黄桥镇苏174井志留系坟头组以及泥盆系五通组砂岩中钻遇液态CO2及轻质油,证明下扬子中、古生界存在油气生成和运聚的成藏过程,具有良好的油气勘探前景。