相似变换在大比例尺地形图的投影换带中的应用

在大比例尺地形图的使用过程中，会遇地形图的坐标系变换，需要把中央子午线为L1的坐标系的地形图转换成中央子午线为L2的坐标系的地形图，称之为地形图投影变换。目前许多地形图是以电子地图形式存在的，是通过AUTOCAD软件形成的。基于此，本文提出了适用于AutoCAD中地形图投影换带的方法：相似变换法。即在满足精度要求的情况下，利用相似变换原理，对AutoCAD中的地形图进行平移，旋转，缩放变换，最终将其变换到需要的坐标系内。     

复杂岛屿海域的台风浪局地特征模拟与分析——以舟山海域为例

为了研究舟山海域复杂地形条件下的台风浪特征,在高分辨数值模拟中采用了利用海图资料处理复杂岛屿地形分布的方法,利用WAVEWATCHⅢ和SWAN模式相嵌套模拟了影响该海域的西北行路径的典型台风浪过程.分析表明,舟山海域的东南部、东北部、西北部、内部海域受台风的影响各不相同,台风浪特征分布与海域的岛屿分布、水深分布等因素密...     

国内产业转移背景下重庆对外贸易的地理格局

在全球第四次产业转移的背景下,重庆迅速调整产业结构并取得突破,对外贸易的地理格局发生较大变化。本文搜集整理2008～2012年海关统计数据,采用地理信息系统软件（Ar-cGIS9.3）对重庆市对外贸易伙伴的空间分布格局、商品构成状况进行研究。研究表明：①2008年以来重庆进出口商品总量增长迅速,出口集中度逐年提高,而进口集中度逐年降低;②进口贸易伙伴集中分布于亚洲、欧洲和北美洲。贸易伙伴的分布重心向东南亚倾斜。进口商品集中于电子信息产品及机械设备;③出口贸易伙伴分布更加集中于北美洲与欧洲。出口商品以计算机与通信产品、机械设备为主。其中,计算机类电子信息产品已经超过传统汽车、摩托车等产品而位居首位。最后对重庆市对外贸易发展的趋势进行了展望。     

开挖卸荷对既有群桩竖向承载性状的影响分析

既有建筑下增层开挖对已有桩基础的影响不同于基坑开挖对坑内桩基的影响。基于工程实例验证的有限元参数,用硬化土弹塑性模型模拟土体,用接触面单元模拟桩土相互作用,建立了桩筏基础-地基-增层开挖三维有限元模型,对增层开挖后群桩基础的竖向承载性状进行研究。分析了桩顶刚度、桩身轴力、桩侧摩阻力、桩端阻比以及土体回弹的变化规律,并研究了不同桩端土体刚度和增层开挖深度对这些参数的影响。结果表明,增层开挖后群桩中不同基桩表现出不同的承载性状,增大桩端土体刚度可明显提高单桩承载力和端阻比临界值;随着增层开挖深度的增加,侧阻和端阻的发挥程度也随之提高。研究结果有望为地下室增层开挖施工中的结构托换变形控制和补桩设计提供依据。     

海沟金矿区脉岩特征及其与金矿成矿关系

海沟金矿区脉岩发育,主要类型有闪长玢岩、次安山岩、徨绿岩、正长闪长玢岩,按其与矿脉穿切关系划分为矿脉就位前脉岩、就位后脉岩,它们的地球化学特征表明这些脉岩具有良好的同源演化关系,它们不仅与成矿具有密切的时空关系,而且为金矿成矿带来成矿流体和部分成矿物质.     

柴达木盆地北缘冷湖地区原油对比

借助色谱质谱测试,对柴达木盆地北缘冷湖地区冷湖三、四、五号构造上22 个原油样品的生物标志化合物组成进行了系统分析。根据萜烷和甾烷相对含量的不同,将该区原油分成为3 类,即低熟单源型原油、成熟混源型原油和高熟混源型原油。对比研究表明,冷湖三号、四号构造原油链烷烃表现为nC20 前低分子量优势,五号构造原油则表现为nC21 后高分子量优势,从三号至五号,原油中四环萜烷相对含量逐渐变小,而重排藿烷、重排甾烷相对含量依次增加,说明母源类型依次变差,而成熟度则依次变高。     

隧道穿越引起地下管线竖向位移的能量变分分析方法

隧道穿越引起的地层位移可能造成地下管线变形过大或断裂等事故,引起工程界的高度关注。基于假定的地下管线竖向位移分布模式,通过能量方法建立变分控制方程,提出了求解隧道穿越地下管线竖向位移的能量变分解法,运用叠加原理将单线隧道解答延拓至双线隧道中。与离心机试验和工程实例的对比,验证了方法的正确性。通过参数计算,分析了管材弹性模量、管线埋深、地层损失率等相关因素对地下管线竖向位移的影响规律,研究结论具有工程参考价值。     

Initial Characterisation of SK01 Sanidine: A Candidate 40Ar/39Ar Reference Material

The precision and accuracy of ⁴⁰Ar/³⁹Ar dates are ultimately linked to co-irradiated reference materials of known age. Here we provide new data from the SK01 sanidine, which was analysed in three different laboratories to evaluate it as a ⁴⁰Ar/³⁹Ar reference material. Aliquots of 5 mg, incrementally heated in two laboratories, yielded indistinguishable results with a weighted mean age of 27.58 ± 0.06 Ma (95% confidence level). Single-crystal step heating and single-crystal total fusion analyses of SK01 sanidine were undertaken in the third laboratory to further test the intracrystalline homogeneity. For the seven step-heating analyses, six crystals yielded nearly concordant age spectra with ⁴⁰Ar/³⁹Ar ages ranging from 26.853 ± 0.094 Ma to 26.963 ± 0.067 Ma, whereas one crystal gave an older age of 27.774 ± 0.071 Ma with a slightly discordant age spectrum. Twenty-three single-crystal total fusion analyses yielded ⁴⁰Ar/³⁹Ar ages ranging from 27.070 ± 0.108 Ma to 27.736 ± 0.062 Ma with a dispersion of ~ 3.8%. The older ages from single-crystal total fusion dates are interpreted to reflect an inherited or excess argon component in some crystals. This is an initial characterisation of the SK01 sanidine, and additional work needs to be conducted to further evaluate the age dispersion so that it can be utilised as a ⁴⁰Ar/³⁹Ar reference material.     

早子沟金矿矿石质量特征、选矿试验研究及选别效果

本文依据早子沟金矿矿区勘查及选矿工艺矿物学研究资料,从金矿石的结构构造、矿石类型、矿物成分、金的赋存状态及其主要载体矿物的嵌布特征、共伴生组分等方面综述了矿石质量特征,重点分析了以上矿石质量特征要素对选矿的影响;简述了选矿试验研究的成果及选别效果。矿区矿石工艺类型属少硫化物微细粒浸染型含金矿石,金的赋存状态复杂,利用重选—浮选中矿再磨的重浮联合流程可获得较理想的选冶回收指标。     

Modeling the influence of settling velocity on cohesive sediment transport in Tanshui River estuary

Settling velocities of suspended cohesive sediment in estuaries vary over a range of several orders in magnitude. Variations in the suspended sediment concentration are often considered as the principal cause. Turbulence and the suspended sediment concentration, as well as other factors such as salinity, dissolved organic substances, flocculation ability, and the rate of floc growth affect setting velocities. A laterally–averaged finite difference model for hydrodynamics and cohesive sediment transport is developed and applied in the Tanshui River estuary, Taiwan. The model has been calibrated and verified with water surface elevation, longitudinal velocity, salinity, and cohesive sediment measured. The overall performance of the model is in qualitative agreement with the available data. The model is used to investigate the influence of settling velocity on cohesive sediment transport dynamics. The simulation indicates that the turbidity maximum zone is near Kuan–Du. When settling velocities increase the surface cohesive sediment concentration at Kuan–Du station trends to decrease and bottom cohesive sediment concentration increases. Both surface and bottom cohesive sediment concentrations decrease at Taipei Bridge and Pa–Ling Bridge. This implies that suspended sediment advected seaward and deposited. There is consequently a net seaward flux of suspended sediment near surface, and a net landward flux near the bed.