基于全球分布的地震观测数据估计0S0模态的特征频率及品质因子     

周丰森  王迪晋  旦增 《大地测量与地球动力学》2019,39(10):1013-1016

选取2011-03-11日本MW9.3地震后全球地震台站记录的约220 h波形数据，基于一定的判断准则，筛选出质量较高的448个垂向观测数据，采用频域AR方法对0S0模态的特征频率和品质因子进行估值，并以信噪比为权重进行加权平均，得到特征频率f=0.814 658 4±5.3×10-7，品质因子Q=5 586±12。该结果与已有研究成果相比精度更高，有助于约束现有地球介质密度和衰减模型，使其更接近真实地球。  相似文献   

云南武定县朱家坝尾矿库渗漏原因浅析     

周南  李卿  喻涌麒 《云南地质》2020,(1):118-124

位于云南省楚雄州武定县朱家坝新建尾矿库,在使用过程中,该尾矿库下游一泉水点出现尾矿粉渗漏污染,通过地质勘查,发现该尾矿库下伏昆阳群绿汁江组(Pt2lz)的白云岩基底,存在一隐伏断层,渗漏污染原因与该断层及其形成的岩溶裂隙有直接的关系。  相似文献   

甘肃柳园地区早二叠世正长花岗斑岩脉锆石U-Pb年代学、岩石地球化学特征——对北山造山带晚古生代构造背景的指示     

孙海瑞  吕志成  于晓飞  李永胜  杜泽忠  吕鑫  公凡影 《吉林大学学报(地球科学版)》2020,50(5):1433-1449

甘肃北山地区位于中亚造山带中段，是诠释中亚造山带构造演化的关键区域之一，长期以来受到地质学界的广泛关注。柳园地区位于甘肃北山南带，区内脉岩发育，这些岩脉的研究可以为阐释北山造山带晚古生代构造背景提供更多证据。基于此，本文选取位于甘肃柳园地区的正长花岗斑岩脉开展了系统的锆石U-Pb-Hf同位素和全岩主量、微量元素分析。LA-ICP-MS锆石U-Pb分析显示，岩脉侵位于早二叠世（（288.5±1.4）Ma）。全岩地球化学分析显示，正长花岗斑岩脉的SiO₂和全碱质量分数较高，Fe、Mg、Ca、Al和P质量分数较低，Rb、Th、U和Pb相对富集，Ba、Nb、La、Ce、Sr和Ti等元素相对亏损，Eu负异常显著，具有较高的Rb/Sr值和较低的K/Rb值及锆石饱和温度（730~844℃，集中于740℃左右），显示该岩脉为高钾钙碱性高分异I型花岗岩，并具有俯冲带岩浆活动的地球化学特征。正长花岗斑岩脉具有较低的Zr/Hf值（18.42~28.01，平均值为22.37）和Th/U值（3.82~7.99，平均值为5.34），与平均地壳组分接近，锆石ε_Hf（t）值为2.94~9.66，平均值为5.72，T_DM2值为955~611 Ma，指示源区主体为新元古代地壳的部分熔融，并存在幔源物质加入。根据构造判别图解并结合前人关于二叠纪区域构造变形、盆地沉积物源、岩浆演化等方面的研究结果，笔者认为该正长花岗斑岩脉形成于俯冲作用过程中的局部伸展环境，并认为北山地区增生造山事件至少持续到早二叠世。  相似文献   

鄂尔多斯盆地南缘黄陵地区煤铀兼探钻孔数据集成与三维地质模型构建          下载免费PDF全文

张云  张天福  孙立新  程银行  张祺  王少轶  程先钰  周小希 《中国地质》2020,47(S1):231-240

鄂尔多斯盆地南缘黄陵地区铀成矿前景良好。中国地质调查局在该地区组织实施了含铀岩系三维地质调查工作，以寻找可地浸砂岩型铀矿找矿靶区为目标，采用“煤铀兼探”、“油铀兼探”的新思路，对煤田钻孔资料进行“二次开发利用”，开展勘查选区研究，完成了354口煤田钻孔（其中筛选出潜在砂岩型铀矿（化）孔49口）和21口铀矿验证钻孔（其中工业矿（化）孔16口）的数据采集建库，在此基础上建立了专题成果图集及三维地质模型。该数据库主要由含铀岩系地层厚度等值线图、砂体厚度等值线图、顶底板埋深等值线图、含砂率等值线图、放射性异常等值线图等专题成果图集和三维地质结构模型组成，为铀矿勘探开发提供了有利支撑和服务作用。  相似文献   

张宣地区大白阳金矿床包裹体特征及矿床剥蚀保存     

徐渴鑫  申俊峰  李胜荣  黄绍峰  张士全  王业晗 《矿床地质》2020,39(6):1030-1048

华北克拉通破坏及其成矿事件已引起地学界的广泛关注，其中张宣地区是华北克拉通的重要金矿集中区之一，通过对张宣地区大白阳金矿成矿类型、成矿深度及剥蚀保存的探讨，为区内深部找矿提供了重要的参考依据。文章通过流体包裹体研究对大白阳金矿成矿温度及成矿深度进行计算，利用矿物压力计对矿区周边岩体侵位深度进行估算。流体包裹体研究结果显示大白阳金矿成矿温度160~220℃、盐度w（NaCl_eq）=9%~15%，密度0.78~0.97 g/cm³、压力46.3~104.6 MPa，成矿流体主要属于NaCl-H₂O体系，成矿过程中流体温度和盐度都呈现明显的降低趋势。采用黑云母压力计，针对大白阳金矿周边谷嘴子、杨家营以及前坝口花岗质岩体的侵位深度进行估算，并对大白阳金矿自形成以来的剥蚀保存情况进行了探讨，估算结果显示，谷嘴子岩体（236.0 Ma）成岩深度7.02 km、杨家营岩体（138.6 Ma）成岩深度2.66 km、前坝口岩体（140.2 Ma）成岩深度3.13 km。结合前人的裂变径迹结果，认为张宣地区自中生代以来剥蚀速率为0.022~0.029 km/Ma，剥蚀量为3 km。按照前述成矿压力46.3~104.6 MPa换算，大白阳金矿成矿深度6.93 km，剥蚀量小于矿床成矿深度，说明该矿深部仍具有良好的找矿前景。  相似文献   

300 BC-1900 AD无定河流域城镇时空格局演变   总被引：2，自引：1，他引：1  

佟彪  党安荣  许剑 《地理学报》2019,74(8):1508-1524

通过分析和整理从战国中晚期（约300 BC）至清末（约1900 AD）无定河流域历代县级及以上城址的位置、兴废年代数据,结合行政区划沿革、经济社会发展、政权更迭等资料,分析流域城镇格局的时空演变过程。研究表明：① 受气候周期性波动影响,无定河流域城镇的兴起与衰废具有明显的周期性特征,城镇几何中心的移动轨迹具有明显的“西北—东南”向潮汐性运动特征;② 城址存续年限普遍较短,具有明显的阶段性特征,流域内曾存在过4个阶段性中心城镇,中心城镇移动的方向和过程与城镇几何中心的潮汐性移动过程趋势一致;③ 流域城镇空间格局可分为3种类型,即秦汉与隋唐时期的沿河流谷地分布,宋、明两代的沿边境线与长城分布,以及元、清两代集中于流域下游分布。流域城镇未来的发展布局应重视气候变化对城镇分布的长期影响,关注区域环境的脆弱性,合理安排城镇体系发展规模与布局。  相似文献   

解析联合国教科文组织世界地质公园标准   总被引：1，自引：0，他引：1  

张建平 《地质论评》2020,66(4):874-880

2015年11月,世界地质公园正式成为联合国教科文组织的一个品牌,同时颁布了《国际地球科学和地质公园计划章程》(UNESCO,2015a)和《联合国教科文组织世界地质公园操作指南》(UNESCO,2015b),对世界地质公园的管理、组织架构、标准、申报、评估和再评估及活动等提出了明确的要求。中国是世界地质公园的创始国之一,拥有教科文组织世界地质公园的数量居各国之首。几年来的实践表明,一些地质公园和地方政府管理机构对世界地质公园的概念和标准的理解尚存在偏差,造成了工作上的被动局面。本文基于中国世界地质公园的实际状况,针对当前存在的现实问题,对教科文组织世界地质公园的标准进行解析,尤其对其范围、边界、品牌叠加等方面进行详细解读,以期对我国今后教科文组织地质公园的健康发展有所裨益。  相似文献   

A review of the impacts of pumped hydro energy storage construction on subalpine and alpine biodiversity: lessons for the Snowy Mountains pumped hydro expansion project     

Anna Normyle  Jamie Pittock 《The Australian geographer》2020,51(1):53-68

ABSTRACT

The Australian government’s proposal to expand the Snowy Hydro Scheme to include a second pumped hydro energy storage (PHES) system, and support for feasibility studies for PHES in Tasmania, offer an opportunity to incorporate more intermittent renewable energy generation into the National Energy Market. However, the infrastructure construction required for PHES expansion may have negative effects for biodiversity in subalpine and alpine areas. To identify the potential effects of PHES on biodiversity in Kosciuszko National Park (KNP), this systematic literature review assesses: (i) the key environmental disturbances likely to arise from PHES construction; and (ii) the specific impacts of these construction processes on biodiversity in subalpine and alpine environments. We find that the effects of PHES construction-related disturbances are likely to be negative for subalpine and alpine biodiversity, with impacts including the proliferation of exotic flora, habitat loss resulting from vegetation clearing, altered landscape hydrology and reduced water quality. Management recommendations to limit these impacts are provided and further research is recommended to assess: (i) the effects of PHES on fish populations in alpine reservoirs; (ii) the utility of spoil as artificial habitat for endemic fauna; and (iii) the chemical and physical impacts of spoil dumping in alpine reservoirs.  相似文献   

Main progress and prospect for China's hydrogeological survey          下载免费PDF全文

WU Ai-min  HAO Ai-bing  GUO Hai-peng  LIU Jing-tao  ZHANG Er-yong  WANG Huang  WANG Xin-feng  WEN Xue-ru  ZHANG Cui-guang 《地下水科学与工程》2020,8(3):195-209

This paper reviewed the main achievements of hydrogeological survey in China, summarized the significant progress of hydrogeological survey over the past decade, and forecasted the key responsibilities for hydrogeological survey in the p14th Five-year Planq. The significant progress includes: China established the 1: 50 000 standard hydrogeological survey system with Chinese characteristics and produced the new generation of high-quality hydrogeological maps; the national groundwater monitoring project was completed and accepted, which marks China taking the leading position in groundwater monitoring internationally; fruitful results were achieved in the national groundwater quality survey, and groundwater quality background values were basically identified and checked; hydrogeological and environmental geological survey was continuously promoted in karst areas and the ecological restoration of rocky desertification achieved remarkable results; China strengthened layer exploration techniques for groundwater, integrating the key and practical techniques of layer exploration and monitoring; the exploration of groundwater in the poverty-stricken regions and old revolutionary base areas were effectively promoted to strongly guarantee the poverty alleviation and drinking water safety; the mystery of desert groundwater was uncovered, making up for the shortage of 1: 250 000 hydrogeological survey in the Badain Jaran Desert; and more efforts were made to conduct survey on the water resources in the basin, and to finish the unified measurement of national-scale groundwater level.  相似文献   

Dynamic loading tests and seismic response analysis of a stud-type damper composed of multiple friction units with disc springs     

Takeshi Sano  Kazutaka Shirai  Yasumasa Suzui  Yoshikazu Utsumi 《地震工程与结构动力学》2020,49(13):1259-1280

This paper presents an experimental study on the performance of a shear-sliding stud-type damper composed of multiple friction units with high-tension bolts and disc springs. A numerical evaluation of the response reduction effects achieved by the stud-type damper is also presented. In dynamic loading tests, the behavior of stud-type multiunit friction damper specimens was investigated. Three different full-scale damper specimens, which were composed of five, six, or seven friction units with two or four sliding surfaces, were incorporated into loading devices for testing. The stud-type friction dampers demonstrated stable rigid-plastic hysteresis loops without any remarkable decrease in the sliding force even when subjected to repetitive loading, in addition to showing no unstable behavior such as lateral buckling. The damper produced a total sliding force approximately proportional to the number of sliding surfaces and friction units. The total sliding force of the stud-type damper can thus be estimated by summing the contributions of each friction unit. In an earthquake response simulation, the control effects achieved by stud-type dampers incorporated into an analytical high-rise building model under various input waves, including long-period, long-duration and pulse-like ground motions, were evaluated. A satisfactory response reduction was obtained by installing the developed stud-type dampers into the main frame without negatively impacting usability and convenience in terms of building planning.  相似文献