Genesis of the Changba–Lijiagou Giant Pb-Zn Deposit, West Qinling, Central China: Constraints from S-Pb-C-O isotopes

The extensive Changba-Lijiagou Pb-Zn deposit is located in the north of the Xihe–Chengxian ore cluster in West Qinling. The ore bodies are mainly hosted in the marble, dolomitic marble and biotite-calcite-quartz schist of the Middle Devonian Anjiacha Formation, and are structurally controlled by the fault and anticline. The ore-forming process can be divided into three main stages, based on field geological features and mineral assemblages. The mineral assemblages of hydrothermal stage I are pale-yellow coarse grain, low Fe sphalerite, pyrite with pits, barite and biotite. The mineral assemblages of hydrothermal stage II are black-brown cryptocrystalline, high Fe shalerite, pyrite without pits, marcasite or arsenopyrite replace the pyrite with pits, K-feldspar. The features of hydrothermal stage III are calcite-quartz-sulfide vein cutting the laminated, banded ore body. Forty-two sulfur isotope analyses, twenty-five lead isotope analyses and nineteen carbon and oxygen isotope analyses were determined on sphalerite, pyrite, galena and calcite. The δ34 S values of stage I(20.3 to 29.0‰) are consistent with the δ34 S of sulfate(barite) in the stratum. Combined with geological feature, inclusion characteristics and EPMA data, we propose that TSR has played a key role in the formation of the sulfides in stage I. The δ34 S values of stage II sphalerite and pyrite(15.1 to 23.0‰) are between sulfides in the host rock, magmatic sulfur and the sulfate(barite) in the stratum. This result suggests that multiple S reservoirs were the sources for S2-in stage II. The δ34 S values of stage III(13.1 to 22‰) combined with the structure of the geological and mineral features suggest a magmatic hydrothermal origin of the mineralization. The lead isotope compositions of the sulfides have 206 Pb/204 Pb ranging from 17.9480 to 17.9782, 207 Pb/204 Pb ranging from 15.611 to 15.622, and 208 Pb/204 Pb ranging from 38.1368 to 38.1691 in the three ore-forming stages. The narrow and symmetric distributions of the lead isotope values reflect homogenization of granite and mantle sources before the Pb-Zn mineralization. The δ13 CPDB and δ18 OSMOW values of stage I range from-0.1 to 2.4‰ and from 18.8 to 21.7‰. The values and inclusion data indicate that the source of fluids in stage I was the dissolution of marine carbonate. The δ13 CPDB and δ18 OSMOW values of stage II range from-4 to 1‰ and from 12.3 to 20.3‰, suggesting multiple C-O reservoirs in the Changba deposit and the addition of mantle-source fluid to the system. The values in stage III are-3.1‰ and 19.7‰, respectively. We infer that the process of mineralization involved evaporitic salt and sedimentary organic-bearing units interacting through thermochemical sulfate reduction through the isotopic, mineralogy and inclusion evidences. Subsequently, the geology feature, mineral assemblages, EPMA data and isotopic values support the conclusion that the ore-forming hydrothermal fluids were mixed with magmatic hydrothermal fluids and forming the massive dark sphalerite, then yielding the calcite-quartz-sulfide vein ore type at the last stage. The genesis of this ore deposit was epigenetic rather than the previously-proposed sedimentary-exhalative(SEDEX) type.     

点蚀损伤下桩基式平台腿柱轴压极限承载力研究

采用圆柱体点蚀损伤模型,建立含细观尺度点蚀损伤的桩基式平台腿柱多尺度精细化数值模型,研究壁厚损伤度、点蚀损伤强度以及点蚀体积损伤强度影响平台腿柱轴压极限承载力的规律。研究结果表明,壁厚损伤度及点蚀损伤强度明显削弱平台腿柱的极限强度,且随点蚀损伤强度增大壁厚损伤度的影响加剧;点蚀体积损伤强度由于综合考虑了壁厚损伤度和点蚀损伤强度的耦合因素,相比于独立考虑后两者,其更能合理地描述点蚀损伤对平台腿柱极限强度的影响,故点蚀体积损伤强度体现了点蚀损伤的关键特征。本方法不仅适用于研究点蚀损伤构件的极限承载力,其所提出的点蚀损伤模型的构建方法,可拓展于研究受点蚀损伤的整体平台结构的极限承载力,且确定点蚀体积损伤强度为描述点蚀损伤特征的关键参数后,有望将其用于修正点蚀损伤平台腿柱的承载力设计公式。     

Research of Marine Sensor Web Based on SOA and EDA

A great deal of ocean sensor observation data exists, for a wide range of marine disciplines, derived from in situ and remote observing platforms, in real-time, near-real-time and delayed mode. Ocean monitoring is routinely completed using sensors and instruments. Standardization is the key requirement for exchanging information about ocean sensors and sensor data and for comparing and combining information from different sensor networks. One or more sensors are often physically integrated into a single ocean ‘instrument' device, which often brings in many challenges related to diverse sensor data formats, parameters units, different spatiotemporal resolution, application domains, data quality and sensors protocols. To face these challenges requires the standardization efforts aiming at facilitating the so-called Sensor Web, which making it easy to provide public access to sensor data and metadata information. In this paper, a Marine Sensor Web, based on SOA and EDA and integrating the MBARI's PUCK protocol, IEEE 1451 and OGC SWE 2.0, is illustrated with a five-layer architecture. The Web Service layer and Event Process layer are illustrated in detail with an actual example. The demo study has demonstrated that a standard-based system can be built to access sensors and marine instruments distributed globally using common Web browsers for monitoring the environment and oceanic conditions besides marine sensor data on the Web, this framework of Marine Sensor Web can also play an important role in many other domains' information integration.     

众源矢量数据分块纠正研究

众源矢量数据能够提供丰富的地理信息,但存在几何误差分布不均匀问题.针对众源矢量数据几何误差问题,本文提出一种众源矢量数据分块纠正方法.以遥感影像作为标准数据,通过模板匹配得到遥感影像与众源矢量数据的同名点,根据同名点的几何误差分布对众源矢量数据切分及分块纠正,最后拼接纠正结果实现众源矢量数据的纠正.本文以上海市OpenStreetMap矢量道路网作为实验数据进行分块纠正实验,实验结果表明分块纠正后众源矢量数据几何误差显著降低.     

全球超大城市空间扩张及分形特征研究

超大城市是全球经济、文化以及高科技产业发展的承载体和重要纽带,其形态结构特征和人口聚集效应是城市化影响的典型表现,然而当前对于全球超大城市形态特征及扩张模式的研究相对不足。基于2000—2020年全球城市土地利用/覆盖变化数据（GULUC-30）,利用城市扩张强度差异指数分析了超大城市用地的时空变化规律;而后运用面积—半径标度分析模型研究了超大城市的分形特征及扩张模式,最后基于城市用地面积和城市人口之间的线性关系评价城市用地效率。结果发现：① 2000—2020年东南亚和东亚的中国超大城市用地扩张最剧烈,城市用地面积分别扩张了3148.32 km²和5996.26 km²,城市扩张强度差异指数平均值大于3;② 2000—2020年超大城市的形态特征和扩张模式向着更加集约和紧凑的方向发展,径向维数平均值由1.54增加至1.56,分维差呈逐年减少趋势,城市内部结构一体化特征显著;③ 北美和欧洲的超大城市用地效率低,2020年城市用地面积与城市人口比值系数范围为0.89~4.11;南亚和非洲城市用地效率高,比值范围为0.23~0.87。超大城市空间扩张格局和形态变化的认识对于城市用地的集约利用和可持续发展具有重要参考价值。严格控制超大城市扩张规模,促进城市用地的均衡发展是建设韧性城市和实现城市地区可持续发展的必要条件。     

地表移动观测站GPS连接测量控制网坐标系统转换

为监测潘一东区1252(1)首采面开采引起的地表移动变形规律,布设了由1条全走向线和一条全倾向观测线、12个控制点和186个监测点构成的地表移动观测站。在采用GPS定位技术实施观测站平面连接测量过程中,为克服转换基准点中存在的位移对求解的转换参数的影响,采用了抗差估计理论,并建立转换后GPS网的质量评价模型。根据对GPS连接测量平面控制网的处理结果分析,采用抗差估计求参,有利于保留GPS技术高精度的特点。     

SWDC－4数字航空摄影的质量检查内容及实现手段

针对SWDC－4（ Si wei Digital Camera ）框幅式数字航空摄影的成果质量检查内容,设计了相应的航摄质量、影像质量、文档资料等成果质量检查方法。此方法在日常生产中可快速检查航摄成果质量,对外业航摄进度和内业后期数据处理具有指导意义。     

过渡型流体转换对洪水型重力流沉积研究的启示及地质意义

洪水型重力流是重力流沉积学的研究热点,以往研究认为洪水型重力流具有紊流支撑的流体性质,对于其流体性质转化及其沉积记录的识别不够深入。近年研究揭示重力流沉积过程中可形成多种过渡型流体,具有特殊流体转换机制和沉积特征。通过调研国内外最新文献,系统介绍了过渡型流体基本特征、沉积机制方面的研究进展,并讨论了其对洪水型重力流沉积研究的启示及地质意义。研究结果表明：在少量黏土矿物影响下,沉积物重力流流体的性质即可由紊流向层流转化,形成特殊的过渡型流体。转化过程主要取决于黏土矿物含量和类型控制的流体内聚力和流速控制的紊流应力二者之间的相互作用。过渡型流体可以产生大型流水沙纹（large current ripple）、砂质纹层—泥质纹层间互形成的低幅度沙波（low amplitude bed wave）等独特的底床类型。尽管实验研究揭示了过渡型流体可能形成的沉积底床特征,针对洪水型重力流沉积记录中过渡型流体的解释仍十分缺乏,尤其是过渡型流体转换机制及其沉积响应仍亟待深入探索。过渡型流体的沉积底形是研究洪水型重力流沉积动力机制的重要载体,可为深入理解洪水型重力流沉积过程提供新视角,同时可能具有更广泛的沉积学研究价值。     

甘肃厂坝-李家沟超大型铅锌矿床成矿金属来源——来自闪锌矿原位S-Pb和Zn同位素证据

甘肃厂坝-李家沟铅锌矿床位于西秦岭多金属成矿带内的西成矿集区,为矿集区内重要的超大型铅锌矿床。矿体赋存在中泥盆统安家岔组的白云石化大理岩及石英片岩中,其成因认识一直存在争议,主要分歧集中在是同生还是后生。文章对不同成矿阶段的闪锌矿,采用多接收电感耦合等离子体质谱(MC-ICP-MS)测定Zn同位素组成、采用激光剥蚀-多接收电感耦合等离子体质谱(LA-MC-ICP-MS)原位微区分析技术测定S、Pb同位素组成,示踪成矿物质来源,并分析矿物沉淀机制,为深入理解矿床成因提供新的精细证据。研究结果显示,Ⅰ、Ⅱ、Ⅲ三个成矿阶段闪锌矿的δ⁶⁶Zn分别为0.08‰~0.29‰,平均0.20‰;0.19‰~0.37‰,平均0.30‰;0.36‰~0.37‰,平均0.37‰。其中,Ⅰ阶段的闪锌矿δ³⁴S_Ⅰ值为20.9‰~26.1‰,平均24.4‰;Ⅱ阶段的闪锌矿δ³⁴S_Ⅱ值为12.2‰~21.9‰,平均19.1‰;Ⅲ阶段的闪锌矿δ³⁴S_Ⅲ值为18.2‰~24.7‰,平均21.5‰。3个阶段的矿石矿物Pb同位素组成变化不大,²⁰⁶Pb/²⁰⁴Pb为17.922~18.013,²⁰⁷Pb/²⁰⁴Pb为15.567~15.647,²⁰⁸Pb/²⁰⁴Pb为37.990~38.266。δ⁶⁶Zn同位素值显示,成矿金属早期来源于围岩海相碳酸盐岩,由于混合了岩浆热液或者是瑞利分馏作用,在成矿作用中后期δ⁶⁶Zn同位素逐渐上升。δ³⁴S同位素值显示,早期硫源主要为地层中的硫酸盐,中后期的δ³⁴S同位素值降低,可能是成矿流体中岩浆热液中的S^2-成分逐渐增多导致,闪锌矿为硫酸盐通过TSR反应沉淀成矿。Pb同位素指示成矿物质来源于上地壳,并混入了部分古老的变质基底的成分。笔者研究发现,厂坝-李家沟铅锌矿的成矿机制为不同来源的流体混合,随着pH值、成矿流体的温度发生变化而沉淀成矿。