桐柏造山带古元古代变质基性岩的锆石U-Pb年龄及其地质意义   总被引：2，自引：0，他引：2  

胡娟  刘晓春  曲玮  崔建军 《地球学报》2012,33(3):305-315

桐柏造山带位于秦岭和大别造山带之间,其北侧对应于北秦岭中高级变质杂岩,南侧对应于大别山高压/超高压变质杂岩.锆石U-Pb定年在一个榴辉岩中获得其原岩侵位年龄和锆石重结晶或生长年龄分别为(1961±23) Ma和(1949±51) Ma,在一个石榴角闪岩(退变榴辉岩？)中获得其变质年龄为(1936±26) Ma,表明这两种基性岩石在二叠-三叠纪高压变质之前经历了古元古代变质作用的影响.由桐柏—大别—苏鲁造山带可利用的年代学资料确定,扬子陆块北缘发育的古元古代构造热事件可分为两幕,第一幕发生在约1.97～1.93 Ga,可能与Columbia超大陆的聚合有关;第二幕发生在约1.85～1.82 Ga,或者代表Columbia超大陆汇聚的继续,或者是陆块边缘增生过程的结果.  相似文献   

钦州湾-杭州湾构造结合带（南段） 地质演化和找矿方向   总被引：22，自引：0，他引：22  

周永章  曾长育  李红中  安燕飞  梁锦  吕文超  杨志军  何俊国  沈文杰 《地质通报》2012,31(203):486-491

钦州湾-杭州湾结合带是位于扬子与华夏两大古陆块中间的巨型构造结合带。根据内部结构不均一性和演化历史的差异,钦-杭结合带可划分为3段：北（东）段、中段和南（西）段,分界线大致为北纬24°和北纬27°。中段与南岭带大体一致;北段指南岭以北地区,即绍兴-江山-萍乡一带;南段位于南岭以南区域,大致与云开-十万大山带相当。钦-杭结合带南段是华南大陆壳再造和矿产资源寻找的重要研究课题。它的地质演化与钦-杭结合带具有整体一致性,特别是具有一致的开-合历史。震旦系底部的粤西云浮大降坪块状硫化物矿床是海底喷流沉积的产物,它与信宜和陆川新元古代蛇绿岩等是南段洋壳存在的重要证据。在进一步的矿床勘查中,要重视斑岩型铜（钼）矿床的寻找。中酸性斑岩体来自于元古宙岛弧底部玄武质岩石（下地壳）在中生代时期的部分熔融,本质上该类矿床带有岛弧俯冲环境的基因。  相似文献   

Stone run (block stream) formation in the Falkland Islands over several cold stages,deduced from cosmogenic isotope (10Be and 26Al) surface exposure dating     

Peter Wilson  Michael J. Bentley  Christoph Schnabel  Richard Clark  Sheng Xu 《第四纪科学杂志》2008,23(5):461-473

Cosmogenic isotope (¹⁰Be and ²⁶Al) surface exposure dating has been applied to valley‐axis and hillslope stone runs (relict periglacial block streams) and their source outcrops in the Falkland Islands, South Atlantic. The data indicate that stone runs are considerably older landforms than previously envisaged and afford no evidence that they are a product of the Last Glacial Maximum; the samples range in apparent ¹⁰Be age from 42k to 731k yr BP, but some of these are minima. The results indicate that valley‐axis stone runs may be up to 700–800k yr old, have simple exposure histories and are composite landforms that developed over several cold stages. Analyses of some hillslope and outcrop samples also demonstrate simple exposure histories with ¹⁰Be ages from 42k to 658k yr BP. In contrast, isotopic ratios from other hillslope and outcrop samples reveal they have had a complex exposure history involving periods of burial or shielding; the samples range in ¹⁰Be age from 59k to 569k yr BP and these are regarded as minimum age estimates. Larger stone runs may be older than smaller runs and there is a possibility that stone runs older than 800k yr exist in other parts of the Falklands. The assertion that glaciation in the Falklands was restricted to the highest uplands is supported by the data, and the potential for age determination of other boulder‐strewn and bedrock landforms, using cosmogenic isotope analysis, in order to extend the geochronology of Quaternary events and processes is noted. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Effect of growing watershed imperviousness on hydrograph parameters and peak discharge     

Huang‐jia Huang  Shin‐jen Cheng  Jet‐chau Wen  Ju‐huang Lee 《水文研究》2008,22(13):2075-2085

An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m³ s^?1 to 629 m³ s^?1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels     

Fulvio Tonon 《国际地质力学数值与分析法杂志》2007,31(11):1301-1327

This paper presents algorithms for determining the vertices of the maximum removable block (MB) created by a joint pyramid (JP) around a tunnel when discontinuities are fully persistent. It is shown that an MB cannot be formed by more than 4 discontinuities and this drastically limits the proliferation of rock blocks that need to be analysed. The non‐convex block obtained after the MB is tunnelled through (real maximum block, RMB) is partitioned into a set of tetrahedra, and procedures are given for determining the vertices of these tetrahedra. Geometric and inertia quantities needed for stability analysis and support/reinforcement design are determined as functions of the calculated vertices' co‐ordinates. These quantities are: RMB's volume, face areas, perimeter of the excavated surface, centroid and inertia tensor. The algorithms for their calculation are at least two times faster than other algorithms previously proposed in other applications. It is shown that the formulations presented by Goodman and Shi for translational analysis and by Tonon for rotatability analysis can be used to analyse the RMBs using the geometric quantities presented. A numerical example is presented among those used to verify these analytical procedures and their implementation. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Understanding of hydraulic properties from configurations of stochastically distributed fracture networks     

Mingyu Wang  P. H. S. W. Kulatilake 《水文研究》2008,22(8):1125-1135

A systematic investigation of the effect of configurations of stochastically distributed fracture networks on hydraulic behaviour for fractured rock masses could provide either quantitative or qualitative correlation between the structural configuration of the fracture network and its corresponding hydraulic behaviour, and enhance our understanding of appropriate application of groundwater flow and contaminant transport modelling in fractured rock masses. In this study, the effect of block sizes, intersection angles of fracture sets, standard deviations of fracture orientation, and fracture densities on directional block hydraulic conductivity and representative elementary volume is systematically investigated in two dimensions by implementing a numerical discrete fracture fluid flow model and incorporating stochastically distributed fracture configurations. It is shown from this investigation that the configuration of a stochastically distributed fracture network has a significant quantitative or qualitative effect on the hydraulic behaviour of fractured rock masses. Compared with the deterministic fracture configurations that have been extensively dealt with in a previous study, this investigation is expected to be more practical and adequate, since fracture geometry parameters are inherently stochastically distributed in the field. Moreover, the methodology and approach presented in this study may be generally applied to any fracture system in investigating the hydraulic behaviours from configurations of the fracture system while establishing a ‘bridge’ from the discrete fracture network flow modelling to equivalent continuum modelling in fractured rock masses. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

加蓬G4-188区块钻井技术实践认识     

石强 《海洋地质译丛》2008,(1):82-87

加蓬G4-188区块是一个新的海外勘探区块,在钻井过程中遇到了井壁垮塌、气侵、井斜控制困难等诸多难题,影响了钻井施工的速度。针对这些难题,实施了解决G4-188区块钻井施工难点的各项技术措施,为G4-188区块后续钻井施工提供了有益的技术支持。  相似文献   

一种新的聚焦点不同的近景影像融合方法     

任娜  刘学军  朱长青 《地球信息科学学报》2009,11(5):631-637

近景摄影测量是实现地面目标高精度三维建模的主要方法之一。实际摄影测量过程中,普通数字摄像机在拍摄与镜头距离不同的多个目标时,无法同时聚焦到所有目标而使近景影像各处都清晰。本文以不同聚焦点近景影像的融合为研究内容,以图像一层小波分解的高频系数能量为影像清晰度衡量指标。通过计算小波影像能量,将整幅影像划分为清晰区域、模糊区域及二者的交界区域。对于清晰区域和模糊区域,将清晰区域的像元值直接应用于融合影像,而对于二者的交界区域,将curvelet变换所得初始融合影像的像元值应用于对应位置处的融合影像,从而得到融合影像。最后,用两组实例数据对融合方法进行了验证,并采用信息熵、均方根误差和峰值信噪比三种客观评价准则,对所得融合影像进行定量分析。  相似文献   

Application of probabilistic neural network to design breakwater armor blocks     

Dookie Kim  Dong Hyawn Kim  Seongkyu Chang 《Ocean Engineering》2008,35(3-4):294-300

This study presents a probabilistic neural network (PNN) technique for predicting the stability number of armor blocks of breakwaters. The PNN is prepared using the experimental data of Van der Meer. The predicted stability numbers of the PNN are compared with those of previous studies, i.e. by an empirical formula and a previous neural network model. The agreement index between the measured and predicted stability numbers by PNN are better than those by the previous studies. The PNN offers a way to interpret the network's structure in the form of a probability density function and it is easy to implement. Therefore, it can be an effective tool for designers of rubble mound breakwaters.  相似文献   

南海东北部陆坡与恒春海脊天然气水合物分布的地震反射对比     

尚继宏  李家彪  章家保 《海洋通报(英文版)》2008,10(1):64-74

经过对"探宝号"调查船在2001年8月在南海东北部陆坡及台湾南部恒春海脊海域采集的多道地震剖面资料进行的地震反射波数据分析、研究和解释,结果表明:(1)南海东北部陆坡段区域和台湾南部恒春海脊海域地震剖面上均显示有被作为天然气水合物存在标志的BSR,但两区域构造成因、形式和相关地质环境的不同造成了此两处的天然气水合物成因及过程的不同.(2)南海东北部陆坡区域的水合物形成与该区广泛发育的断裂带、滑塌构造体及其所形成的压力场屏蔽环境有关,而台湾南部恒春海脊海域的天然气水合物的形成则与马尼拉海沟俯冲带相关的逆冲推覆构造、增生楔等及其所对应的海底流体疏导体系有关.(3)南海陆缘区域广泛发育有各种断裂带、滑塌构造体、泥底辟、俯冲带、增生楔等,且温压环境合适,是天然气水合物矿藏极有可能广泛分布的区域.  相似文献