赣西北大湖塘石门寺钨矿区花岗岩的成因及其对钨矿的指示意义   总被引：1，自引：0，他引：1       下载免费PDF全文

潘大鹏  王迪  王孝磊 《中国地质》2017,44(1):118-135

江西省晚中生代大湖塘钨矿是近年来中国勘查出的世界级钨矿产地之一,位于新元古代江南造山带的东段,地处赣北武宁、修水、靖安三县交界处。该区属于江南地块中生代钨铜钼等多金属成矿带,大规模出露晋宁期闪长岩和燕山期花岗岩。文章对赣西北大湖塘石门寺钨矿区新元古代和燕山期的4种花岗岩进行详细的岩相学,锆石和锡石U-Pb年代学、微量元素的研究。锆石U-Pb研究结果表明,新元古代黑云母花岗闪长岩的成岩年龄为(829.9±4.7)Ma;燕山期云英岩化似斑状黑云母花岗岩、细粒黑云母花岗岩和云英岩化黑云母花岗斑岩的成岩年龄分别是(148.3±2.6)Ma,(145.5±3.6)Ma和(147.7±1.5)Ma,与锡石所获得的U-Pb年龄相互吻合。主要含矿的似斑状黑云母花岗岩中锡石所含的钨含量明显高于其他燕山期花岗岩,暗示了似斑状黑云母花岗岩岩浆中高的钨含量。锆石钛温度计表明,燕山期的花岗岩均形成于较低的温度,加权平均值的变化范围为734~788°C。锆石的微量元素结果表明,似斑状黑云母花岗岩形成于较低的氧逸度环境,更有利于形成钨矿。  相似文献   

北京通州某改造区土壤中PAHs的来源分析及风险评价          下载免费PDF全文

安永龙  黄勇  孙朝  邓凯文  李迪  黄丹 《水文地质工程地质》2017,(5):112-112

近些年,随着我国城市化进程不断加快,土壤中多环芳烃污染已经成为威胁土壤环境质量和人体健康的主要因素。文章采集了北京市通州某改造区15件表层土壤（0~20 cm）样品,利用GC-MS分析技术,研究了土壤中美国环境保护署（USEPA）优控的16种多环芳烃（PAHs）的含量及组分特征,根据多环芳烃的空间分布特征和特定成分之间的浓度比值结合多元统计法分析了其污染来源,初步评价了其污染水平,并进行健康风险评价。结果表明:表层土壤中16种多环芳烃含量范围为6.57~8 307.2 μg/kg,均值为1 004.08 μg/kg。多环芳烃组分特征及Fla与（Fla+Pyr）、BaA与(BaA+Chr)的相对质量比值特征显示改造区是燃煤和汽车尾气混合型来源;多元统计后发现石油烃类污染源和化石燃料燃烧源是两种主要成分。最后参照《污染场地风险评估技术导则（HJ 25.3—2014）》对土壤中PAHs进行了健康风险评价,除苯并（a）芘（BaP）致癌风险值略偏高不可接受外,其余致癌与非致癌风险值均可接受。  相似文献   

蒲阳河流域地下水水化学及同位素特征   总被引：3，自引：2，他引：1       下载免费PDF全文

沈萌萌  郭华明  李晓萌  修伟  倪萍  张迪 《水文地质工程地质》2017,(2):8-14

保定西部山前地区位于太行山及华北平原交界带,为缓解极端气候灾害对生产生活的影响,维持地下水资源的可持续开发利用,开展相关的地下水水化学及同位素特征研究。研究区地下水化学类型以HCO3—Ca·Mg、HCO3·SO4—Ca·Mg及SO4·HCO3—Ca·Mg为主,区内地下水主要来源于大气降水,流域内地表水补给地下水;地下水中化学成分为Ca2＋、Mg2＋、HCO-3、SO2-4,主要来源于岩石风化作用,同时受到人类活动的影响,地下水中硝酸盐含量明显升高;由于受到褶皱构造的控制,流域的上游及平原区均出现年龄大于60年的地下水,多数岩溶水年龄较复杂,从现代水到大于60年的水均有分布。研究成果为流域内水资源的合理开发利用提供建议,区内岩溶地下水的开发将在一定程度上缓解极端天气的影响。  相似文献   

沉积物不同提取态有机物特征及水文地球化学意义——以河套盆地典型研究区为例          下载免费PDF全文

李晓萌  郭华明  曹永生  张迪  修伟 《水文地质工程地质》2017,(2):40-47

地下水系统中有机物（OM）特征和活性对于地下水化学特征的形成和演化起着十分重要的作用。将内蒙古河套盆地表层湖相沉积物按10 cm间隔采集,并对沉积有机质的性质及来源进行重点分析。测量了不同深度上不同岩性沉积物的色度、水溶性有机物（WEOM）和盐溶性有机物（SEOM）含量及其光谱学特性。结果显示,沉积物的色度（R530-520）与TOC含量呈现相反的变化趋势:色度值较大时,TOC含量反而较小。相对于细砂层,黏土层的色度值较低,但TOC含量较高。相同的沉积物中,SEOM含量高于WEOM,但WEOM更易迁移至地下水中。有机物的光谱指数表明,WEOM以微生物来源为主,而SEOM以陆源为主。通过三维荧光光谱分析发现,荧光强度和沉积物有机碳（SOC）含量呈正相关;黏土层沉积有机物荧光强度更高;WEOM和SEOM均含类腐殖质成分和类蛋白成分,但SEOM中腐殖质成分较高;类腐殖质是所研究的沉积物中OM最主要的存在形式。  相似文献   

我国典型潮间带底栖硅藻群落空间分布特征   总被引：2，自引：0，他引：2  

徐帅帅  邸宝平  王玉珏  刘东艳  王小冬 《海洋学报》2017,39(6):95-113

底栖硅藻是河口、泥质海滩生态系统的重要生物类群,其数量与分布变化直接或间接地影响到多种海洋生物的饵料供给、海鸟的生存与迁徙。通过对我国从南到北14个典型潮间带表层沉积物中底栖硅藻的分析,共鉴定出硅藻153种,其物种多样性（Shannon-Weaver 指数范围:1.61~4.39）与生物量（范围:0.09×103 ~ 10×103个/g,干质量）在空间上存在显著差异;聚类分析与相似性分析检验（r=0.738,P=0.1%< 0.01）表明,14个调查区域的硅藻群落在空间上可分为4个大的组合,分别对应着渤、黄、东、南海4个区域,吻合了我国近海浮游植物的地理分布特征。与环境因素的相关性分析表明,底栖硅藻群落的物种多样性与生物量受沉积物类型与盐度的影响显著,泥质区域更有利于硅藻的保存,而生物多样性在泥砂质低盐区域相对较高。此外,底栖硅藻生物量与表层沉积物中TOC含量表现出显著正相关性;δ13C数值的空间变化范围为-25‰~-20‰,指示了有机质陆海混合的特征,其中,涧河河口、黄河口、大沽河口、苏北浅滩区域,δ13C数值明显偏正,表明底栖硅藻可能是这些区域沉积物中有机碳的重要贡献者。  相似文献   

有限断层模型在2015年9月16日智利M_w8.3级地震海啸数值模拟中的应用与评估     

闪迪  王培涛  任智源  原野  赵联大  范婷婷  王宗辰 《海洋学报》2017,39(11):49-60

2015年9月16日22时54分（当地时间）智利中部近岸发生M_w8.3级地震,震源深度25 km。同时,强震的破裂区长200 km,宽100 km,随之产生了中等强度的越洋海啸。海啸影响了智利沿岸近700 km的区域,局部地区监测到近5 m的海啸波幅和超过13 m的海啸爬坡高度。太平洋区域的40多个海啸浮标及200多个近岸潮位观测站详细记录了此次海啸的越洋传播过程,为详细研究此次海啸近场及远场传播及演化规律提供了珍贵的数据。本文选择有限断层模型和自适应网格海啸数值模型建立了既可以兼顾越洋海啸的计算效率又可以实现近场海啸精细化模拟的高分辨率海啸模型。模拟对比分析了海啸的越洋传播特征,结果表明采用所建立的模型可以较好地再现远场及近场海啸特征,特别是对近场海啸的模拟结果非常理想。表明有限断层可以较好地约束近场、特别是局部区域的破裂特征,可为海啸预警提供更加精确的震源信息,结合高分辨率的海啸数值预报模式实现海啸传播特征的精细化预报。本文结合观测数据与数值模拟结果初步分析了海啸波的频散特征及其对模型结果的影响。同时对观测中典型的海啸波特征进行的简要的总结。谱分析结果表明海啸波的能量主要分布在10~50 min周期域内。这些波特征提取是现行海啸预警信息中未涉及,但又十分重要的预警参数。进一步对这些波动特征的详细研究将为海啸预警信息及预警产品的完善提供技术支撑。  相似文献   

Anisotropic deformation characteristics of soft marine clay involved the change of b-values and stress direction     

Yuke Wang  Lu Ma  Di Wu 《Marine Georesources & Geotechnology》2017,35(7):954-960

In actual engineering, soft clay foundations are in drained or partial drained conditions, it would be useful to establish reasonable constitutive relationship and provide guidance for engineering projects. A hollow cylinder apparatus is used to investigate the anisotropic deformation behavior of natural soft marine clay influenced by intermediate principal stress coefficient b and principal stress direction α. Tests were conducted by maintaining a fixed principal stress direction α relative to the vertical direction, while keeping the intermediate principal stress coefficient b constant. It was found that the anisotropic deformation behavior of natural soft clay is merely influenced by major principal stress direction α, but significantly influenced by intermediate principal stress coefficient b.  相似文献   

A method predicting the earthquake-induced landslide risk by back analyses of past landslides and its application in the region of the Wenchuan 12/5/2008 earthquake     

Baofeng Di  Constantine A. Stamatopoulos  Miranda Dandoulaki  Eleni Stavrogiannopoulou  Meng Zhang  Persefoni Bampina 《Natural Hazards》2017,85(2):903-927

The work considers critical slopes located at regions with high danger and proposes a method which approximately predicts the risk of earthquake-induced excessive movement of these slopes, in the case where relevant soil strength data along their slip surface do not exist. The method utilizes (1) simplified constitutive equations predicting soil response along slip surfaces and (2) a multi-block sliding system model, both recently proposed. It involves the following steps: (a) collect relevant topographic information and laboratory test results of past landslides at the region of interest, (b) (i) analyze the relevant laboratory tests to estimate the soil constitutive parameters and (ii) estimate the mobilized residual soil strength by back analysis of relevant past landslides, (c) select constitutive model parameters for future applications at the region based on step (b) and validate them based on analysis of the triggering of the past landslides and (d) apply the selected constitutive model parameters in critical slopes in the region under consideration to predict not only whether triggering occurs, but also the post-triggering slide deformation. The paper, after describing in detail the proposed method, applies it at the Wenchuan region, where the 12th May 2008 earthquake triggered many landslides. During the application, four ring shear test results and twelve landslides of the 12th May 2008 earthquake were considered. The application was successful and the following were observed: (i) in the back analyses, the multi-block model predicted reasonably well the final configuration of all slides, (ii) apart from two significantly larger back-estimated values of the residual soil strength, small scatter existed in the other back-estimated values and (iii) the selected model parameters were duly validated under step (c). Furthermore, as the back-estimated friction angle of most landslides was less than 18°, and the materials along the slip surface have a Liquid Limit value less than 25 %, it is inferred that some, or all of the slip surface during these slides, was sheared in an undrained manner.  相似文献   

A new hybrid procedure for the definition of seismic vulnerability in Mediterranean cross-border urban areas     

Liborio Cavaleri  Fabio Di Trapani  Marco Filippo Ferrotto 《Natural Hazards》2017,86(2):517-541

Assessment of seismic vulnerability of urban areas provides fundamental information for activities of planning and management of emergencies. The main difficulty encountered when extending vulnerability evaluations to urban contexts is the definition of a framework of assessment appropriate for the specific characteristics of the site and providing reliable results with a reasonable duration of surveys and post-processing of data. The paper proposes a new procedure merging different typologies of information recognized on the territories investigated and for this reason called “hybrid.” Knowledge of historical events influencing urban evolution and analysis of recurrent building technologies are used to evaluate the vulnerability indexes of buildings and building stocks. On the other hand, a vulnerability model is calibrated by means of experimental and numerical investigations on prototype buildings representative of the most recurrent typologies. In the final framework, the vulnerability index, calculated through simplified assessment forms, is linked to the seismic intensity expressed by the peak ground acceleration and associated with an index of damage expressing the economical loss. The procedure has been tested on the urban center of Lampedusa island (Italy) providing as the output vulnerability index maps, vulnerability curves, critical PGA maps, and estimation of the economical damage associated with different earthquake scenarios. The application of the procedure can be suitably repeated for medium-to-small urban areas, typically recurring in the Mediterranean by carrying out each time a recalibration of the vulnerability model.  相似文献   

湖南川口三角潭钨矿床中辉钼矿Re-Os同位素定年及其地质意义   总被引：3，自引：0，他引：3  

彭能立  王先辉  杨俊  陈迪  罗来  罗鹏  刘天一 《矿床地质》2017,36(6):1402-1414

三角潭钨矿是产于衡阳盆地东侧的一个大型石英脉型钨矿床,矿体主要赋存在斑状黑云母二长花岗岩与围岩的内接触带上。为了查明该矿床的形成年代,作者采集了6件石英脉型钨矿中伴生的辉钼矿样品进行ReOs同位素年代学研究。结果表明,三角潭钨矿辉钼矿的Re-Os同位素模式年龄(222.5±3.3)Ma~(226.9±3.2)Ma,加权平均年龄为(224.9±1.3)Ma,等时线年龄为(225.8±4.4)Ma,揭示三角潭钨矿形成于晚三叠世。三角潭钨矿成矿地质事件的厘定,为华南地区印支期成矿提供了新的有力证据。在前人研究的基础上,对华南地区已有的印支期花岗岩高精度年代学数据和矿床年代学数据进行统计,发现花岗岩成岩年龄集中于210~240 Ma,矿床成矿年龄介于211~232 Ma,矿床成矿年龄与与之密切相关的花岗岩成岩年龄基本吻合,指示华南地区存在一次区域性的、与印支期花岗岩有关的成矿作用,成矿潜力大。  相似文献