一次华南强飑线过程的数值模拟分析

采用高分辨率中尺度数值模式WRF对2007年4月17日华南强飑线过程进行数值模拟,并利用数值模拟结果对强飑线过程进行诊断分析,探讨其触发和维持机制.结果表明,低层中尺度辐合线及切变线是本次飑线过程主要的触发系统和重要的维持机制之一,干侵入和对流性不稳定以及低空辐合高空辐散对飑线的发展和维持有着重要的作用.此外,WRF模式能成功地模拟出本次飑线过程的β中尺度结构特征,表明该模式对强对流天气系统有一定的模拟能力.     

中亚成矿域多核成矿系统西准噶尔成矿带构造体系特征及其对成矿作用的控制

西准噶尔成矿带是中亚成矿域巴尔喀什成矿带的东延部分,目前已发现有包古图斑岩型铜矿床、哈图金矿床、萨尔托海铬铁矿床和杨庄铍矿床等大型超大型矿床,是中亚成矿域内重要的成矿远景区.北东向达拉布特断裂、玛依勒断裂、巴尔鲁克断裂等以及所夹的构造地块,构成了西准噶尔“多”字型构造体系(简称“西准系”),是控制西准噶尔成矿带铜-金-...     

甘肃北山南带韧性剪切带型金矿床构造控矿解析

通过研究不同层次的韧性剪切带与金矿化的关系及含金裂隙类型。结合地质地球化学和磁组构分析。探讨了韧性剪切带对金矿化的控制作用。认为韧性剪切带的控矿作用表现为在区域上控制金矿床（点）的分布，在矿床范围内，它既是唯一的赋（含）矿构造，也控制着矿化带和矿体的形态，产状，规模和分布，在矿床成因上决定了金矿化以蚀变糜棱岩型为主，同时韧性剪切变形及其形成的动力变质热液是金矿成矿流体的来源之一。     

巴尔喀什成矿带博尔雷斑岩铜矿床地质特征与成矿时代

巴尔喀什成矿带是世界著名的中亚成矿域斑岩型铜钼成矿带, 产出许多大型-超大型斑岩型铜钼矿床和一些石英脉-云英岩型钨钼矿床。本文介绍了巴尔喀什成矿带博尔雷大型斑岩型铜(钼)矿床地质特征, 并对该矿床2件辉钼矿样品进行了铼-锇同位素分析, 得到博尔雷大型斑岩型铜(钼)矿床的辉钼矿模式年龄(平均值)为315.9 Ma, 说明了晚石炭世巴尔喀什成矿带斑岩型铜钼矿床的形成年龄, 属海西晚期构造-岩浆活动的产物。博尔雷斑岩铜矿成矿时代介于东天山与西准噶尔斑岩型铜矿床的成矿时代之间。      

迁安铁矿变形岩石的EBSD组构分析

迁安铁矿是我国大型沉积变质型铁矿之一,该矿区含矿变质岩系为前寒武纪老变质岩石,时代老,变质程度深,现存岩石的内部矿物发生过多次变形、变质和重结晶等变化,宏观上表现为该区岩石矿物组构的复杂性。为了更深入、清晰地了解该区变形岩石的组构,采用电子背散射衍射(EBSD)技术对该区岩石样品做了分析,通过EBSD系统的配套软件(HKL公司开发的Channel 5),对采集数据进行处理绘制成相应磁铁矿和石英的极图,经分析后重点总结出变形岩石内部石英的组构特点,由此进一步反映出本区构造变形时主要为中温-中高温的变形温度环境,少量组构图反映叠加了中低温变形。     

用PC－1500机向数据库传送数据的实践

叙述了在建立数据库时，如何简便有效地将ＰＣ－１５００袖珍机作为辅助录入工具的具体办法。在微机不足时，该法简单、经济，值得推广。     

GPS导航的技术改进

在完善ＧＰＳ导航方式的过程中，引入重要目标点的概念，并以此为思想指导，修改原导航程序，使之多个目标点明确、直观地显示于驾驶台及船上各实验室的计算机显示屏幕上。从而提高船舶停靠站位的精度，并使船舶停靠原站位具可重复性。这样，满足了海上地质勘测和石油化探中多点间歇采样的需要，同时，亦提高了工作效率并有利于船舶航行安全。     

利用ArcGIS构建地形图分幅空间数据库

本文利用ArcGIS绑定的脚本语言Python和AML及其空间分析功能,设计了简单可行的算法,并编制了相应的程序,构建了国家基本比例尺地形图分幅空间数据库。首先生成图幅分幅格网,以及对应的网格标识点、图幅编号文件,将标识点与图幅编号文件关联后再与图幅网格叠加即可。该方法充分利用了GIS的空间叠加功能,仅用了极少量的程序代码,没有编程经验的人员可以比较容易掌握,对于各行业应用领域的工作者有很大帮助。     

Stability of goaf-side entry driving in 800-m-deep island longwall coal face in underground coal mine

Goaf-side entry driving in underground coal mines could greatly improve coal recovery rates. However, it becomes more difficult to maintain stability, especially in deep coal mines. Pillar width plays a pivotal role in the stability of goaf-side entry driving. To obtain a reasonable and appropriate narrow pillar width, theoretical calculations of the widths of mining-damaged zone and limit equilibrium zone in the pillar are derived according to limit equilibrium theory. Based on the stability issues of goaf-side entry driving in the first island longwall coal face (LCF) at a depth of 800 m below the surface in Guqiao Coal Mine in China, a numerical model is established by FLAC software to analyze the stability of the surrounding rock of goaf-side entry driving during excavation, using various coal pillar widths and support schemes. The results obtained from theoretical calculations, numerical simulation, and engineering practice indicate that an 8-m-wide coal pillar is relatively reasonable, appropriate, and feasible. Field measurements show that deformations of the surrounding rock could be efficiently controlled 31 days after the support schemes were implemented in goaf-side entry driving with an 8-m-wide narrow pillar along the adjacent goaf side with a compaction duration of 10 months. The mining influence range of the overlying LCF on the stability of goaf-side entry driving is found to be the area from 50 m ahead of the LCF to 70 m behind the LCF as it passes over the measurement point.     

Borehole stress monitoring analysis on advanced abutment pressure induced by Longwall Mining

The paper presented the research on the dynamic advanced abutment stress induced by longwall mining with borehole stress meters on mining side coal mass. Twenty vibrating wire borehole stress meters were installed into the extracting coal mass wall of a first mining roadway of 910 m depth in Zhuji Coal Mine, China, and were used to monitor dynamic changes in vertical and horizontal stresses. Three months of continuous monitoring and further analysis showed that the impacting distance of advanced abutment stress induced by mining in the strike of the working face along its central axis was the farthest, greater than 250 m (the face length is 220 m); it gradually decreased in the radial direction of the face from its central axis outward; the pressure peak was located within 24 m in the front of the mining coal wall; non-synchronous caving of the layered mudstone roof at the stope occurred. Comparison between vertical and horizontal stress increments indicated that the horizontal stress was much smaller than the vertical stress in the coal mass of mining side, while the latter’s magnitude determined the drastic degree of mine pressure manifestation. The study has been applied to determine the advanced support length of the working face and further provide a reliable basis to forecast such dynamic disasters as rock burst, coal and gas outburst, etc., as well as to design the asymmetric supports on both sides of a gateway.