青海门源地区红沟铜矿床含矿基性火山岩LA-ICP-MS锆石U-Pb年龄   总被引：1，自引：0，他引：1  

王国强  李向民  徐学义  余吉远  孙吉明  武鹏 《中国区域地质》2011,(7):1060-1065

对红沟铜矿床含矿火山岩进行高精度锆石LA-ICP-MS U-Pb同位素测年,获得单颗粒锆石的加权平均年龄为443.2Ma±1.2Ma。红沟铜矿床形成时代为晚奥陶世,形成环境为晚奥陶世陆缘裂谷环境。高精度年龄的获得对于整个祁连山地区产于陆缘裂谷环境的铜多金属矿床的成矿时代和成因研究具有重要意义。  相似文献   

甘肃北山红柳园地区泥盆系三个井组和墩墩山群LA-ICP-MS锆石U-Pb测年及其意义     

李向民  余吉远  王国强  武鹏  周志强 《中国区域地质》2011,(10):1501-1507

对甘肃北山红柳园地区三个井组下部玄武岩和墩墩山群安山质火山岩进行了LA-ICP-MS锆石U-Pb年龄测定,三个井组火山岩形成于420Ma±15Ma,相当于晚志留世;墩墩山群火山岩形成于367Ma±10Ma,相当于晚泥盆世。测年结果表明,晚志留世北山古生代洋盆已经俯冲消亡,并开始碰撞造山,而晚泥盆世墩墩山群火山岩则是北山早古生代洋盆碰撞造山后裂谷拉伸作用的产物,标志北山及相邻地区晚泥盆世进入到新的构造演化阶段——晚古生代板内伸展阶段。  相似文献   

大回线源瞬变电磁技术在西藏山南地区探矿中的应用     

薛国强 《地质与勘探》2011,47(1):100-106

对大回线源瞬变电磁非中心点场和中心点场响应进行对比讨论,认为核函数具有相似的函数形态和函数性质,因此对于非中心点各分量也可以表示成与中心点垂直分量类似的多项式形式,采用待定系数法,完成视电阻率定义,通过模型检验认为方法可行,结果可靠.使用这一技术时西藏山南地区的帕南、努日等两个矿区进行探测,解释结果与钻探验证一致,取得...  相似文献   

Laboratory tests of vortex-induced vibrations of a long flexible riser pipe subjected to uniform flow     

Ji-ning Song  Lin Lu  Bin Teng  Han-il Park  Guo-qiang Tang  Hao Wu 《Ocean Engineering》2011,38(11-12):1308-1322

Laboratory tests have been conducted on vortex-induced vibration (VIV) of a long flexible riser towed horizontally in a wave basin. The riser model has an external diameter of 16 mm and a total length of 28.0 m giving an aspect ratio of about 1750. Reynolds numbers ranged from about 3000 to 10,000. Fiber optic grating strain gages are adopted to measure the dynamic response in both cross-flow and in-line directions. The cross-flow vibrations were observed to vibrate at modes up to 6 and the in-line reached up to 12. The fundamental response frequencies can be predicted by a Strouhal number of about 0.18. Multi-mode responses and the asymmetry of the bare pipe response in uniform flow were observed and analyzed. The experimental results confirmed that the riser pipe vibrated multi-modally despite it being subject to a uniform current profile and all of the excited modes vibrated at the Strouhal frequency. The asymmetrical distribution of displacement mainly resulted from the modal composition. Higher harmonics of the VIV response such as the third, fourth and fifth harmonics frequencies were found to be steady over the entire duration of the test even if they varied along the length of the riser pipe.  相似文献   

三眼峪特大泥石流沟流域分区特征   总被引：2，自引：0，他引：2  

黎志恒  朱立峰  胡向德  于国强  贾贵义  李瑞冬 《西北地质》2011,44(3):38-43

三眼峪“8．8”特大泥石流属典型的沟谷型泥石流,整个沟域具有明显的形成区、流通区及堆积区。通过野外调查,竹塔沟-桥子沟以上的大、小眼峪上游沟脑为雨洪产流汇流区域,产流区与罐子坪-峪支沟一线之间为主要的固体物源区,大、小眼峪口至三眼峪口之间以过流为主,峪口至白龙江之间为堆积区。通过分析三眼峪流域分区特征和泥石流在不同分区的沿程冲淤变化,以期为建立三眼峪泥石流监测预警体系提供依据。  相似文献   

基于ArcGIS＋DEM的三眼峪泥石流水动力条件分析     

于国强  张茂省  魏新平  毕远宏 《西北地质》2011,44(3):53-62

通过对甘肃省舟曲三眼峪特大泥石流灾害的现场调查,从泥石流形成的地形地貌条件和水动力条件人手,以ArcGIS为平台,运用DEM数据,分析了特大泥石流灾害的三区地形地貌特征、固体松散物特征、降雨特征以及泥石流静力学和动力学特征。结果表明：三眼峪三区为泥石流的形成和径流流通提供了极为有利地形条件;固体松散物质补给量潜力巨大,会导致堰塞坝的放大效应;诱发此次特大山洪泥石流是一场局地性、短时强度大的暴雨过程,泥石流容重在2．10t·m^-3左右,属于高容重黏性泥石流;泥石流屈服应力在8000Pa以上,大小眼峪（降雨汇流区）及三眼峪（泥石流堆积区）泥石流流速分别为8．97m／s、7．06m／s和6．02m／s,洪峰流量分别为1659m^3／s、1553m^3／s和1896m^3／s,冲击力分别为46676tf、40236tf和21182tf,其破坏力巨大,危害严重,使得泥石流在汇流区破坏力巨大以切蚀为主,受地形影响,三眼峪出口处,冲击力减小,泥石流发生堆积。  相似文献   

三眼峪特大泥石流堆积特征   总被引：1，自引：0，他引：1  

朱立峰  赵成  于国强  胡向德  李瑞冬 《西北地质》2011,44(3):30-37

通过野外勘查与试验,认为三眼峪泥石流沟是一个高频泥石流沟,历史上发生多次重大泥石流灾害事件,多期泥石流堆积物在沟道及沟口上下超覆叠置。结合泥石流发生前后遥感影像对比,采用ArcGIS平台进行分析,“8．8”特大泥石流一次最大冲出固体物质总量达152．18×10^4m^3,所到之处房毁江堵,并形成长约1．9km的狭长堆积,堆积量110．58×10^4m^3,最大堆积厚度达10．8m。因泥石流堆积特征是泥石流发生、发展、活动过程的客观记录,分析了三眼峪早期和“8．8”泥石流在不同部位的堆积特征和破坏程度,为泥石流综合整治和灾后重建规划提供参考。  相似文献   

区域气候变化脆弱性综合评估研究进展   总被引：6，自引：1，他引：5  

喻鸥  阎建忠  张镱锂 《地理科学进展》2011,30(1):27-34

区域脆弱性评估为脆弱性地区农户摆脱贫困、区域持续发展和政府制定适应策略提供科学依据.由于区域内部人地系统的复杂性,区域的脆弱性定量评估较为困难.中国脆弱性研究起步较晚,关注较早的是脆弱性区域的分布,但对区域内脆弱人群的脆弱性研究较少,认识上的不足影响了国家和地方政府制定科学的适应政策和措施.本文介绍了对脆弱性的认识,梳...  相似文献   

基于MAPGIS数字高程模型背景校正法的应用—以湖南省铜山岭-祥霖铺地区为例     

欧智德 《地质与勘探》2013,49(4):703-712

本文运用Mapgis数字高程模型背景校正法对湖南省铜山岭-祥霖铺地区1∶20万水系沉积物数据进行了地球化学异常信息的提取。借助Mapgis高程库管理系统中的像元邻域统计功能,模拟出研究区内W和Sn元素的背景变化趋势,在此基础上对元素含量做背景校正,并利用残差(矿化叠加值)圈定异常。在背景模拟过程中,通过窗口大小对比试验发现,窗口越大,高背景区异常面积越大,而低背景区异常面积越小。因此,应用该法时,需要通过试验以便选出合理大小的窗口。经过背景校正后,区内W、Sn高背景场引起的非矿化异常得以抑制,传统方法圈定的大面积异常被分解成多个强异常,其空间分布规律性较好,并具有三级浓度分带特征。在低背景区发现了一系列新异常,如W’-7、8、9、13、14、15、21、22、30和Sn’-1、7、11、13、21。校正后的部分异常与已知矿点和成矿岩体或岩脉具有较好的对应关系。  相似文献   

Effect of Blast-Induced Vibration from New Railway Tunnel on Existing Adjacent Railway Tunnel in Xinjiang, China   总被引：1，自引：1，他引：0  

Qingguo Liang  Jie Li  Dewu Li  Erfeng Ou 《Rock Mechanics and Rock Engineering》2013,46(1):19-39

The vibrations of existing service tunnels induced by blast-excavation of adjacent tunnels have attracted much attention from both academics and engineers during recent decades in China. The blasting vibration velocity (BVV) is the most widely used controlling index for in situ monitoring and safety assessment of existing lining structures. Although numerous in situ tests and simulations had been carried out to investigate blast-induced vibrations of existing tunnels due to excavation of new tunnels (mostly by bench excavation method), research on the overall dynamical response of existing service tunnels in terms of not only BVV but also stress/strain seemed limited for new tunnels excavated by the full-section blasting method. In this paper, the impacts of blast-induced vibrations from a new tunnel on an existing railway tunnel in Xinjiang, China were comprehensively investigated by using laboratory tests, in situ monitoring and numerical simulations. The measured data from laboratory tests and in situ monitoring were used to determine the parameters needed for numerical simulations, and were compared with the calculated results. Based on the results from in situ monitoring and numerical simulations, which were consistent with each other, the original blasting design and corresponding parameters were adjusted to reduce the maximum BVV, which proved to be effective and safe. The effect of both the static stress before blasting vibrations and the dynamic stress induced by blasting on the total stresses in the existing tunnel lining is also discussed. The methods and related results presented could be applied in projects with similar ground and distance between old and new tunnels if the new tunnel is to be excavated by the full-section blasting method.  相似文献