麻江古油藏油源识别与油气运聚分析：来自油气地球化学的证据   总被引：1，自引：1，他引：0       下载免费PDF全文

杨平  汪正江  印峰 刘家洪  林家善  张娣  黄学平 《中国地质》2014,41(3):982-994

充分考虑热演化过程中烃源岩干酪根、族组分、固体沥青及正构烷烃碳同位素相互关系及变化规律,通过地球化学分析并结合前人碳同位素及芳烃标志物研究进行综合分析,结果表明古油藏各区域储层早期均存在下寒武统黑色泥岩来源,后期来源有较大差别,麻江古背斜以南各地沥青均不同程度与中寒武统都柳江组有关,北凯里液态原油及油苗为五峰组及龙马溪组印支期成藏产物,其保存环境为储层早期成岩过程中形成的独立封闭系统。在油源识别的基础上,结合构造地质背景、油气成藏条件及流体活动规律分析,认为黔南坳陷及邻区下寒武统、都柳江组、五峰组及龙马溪组烃源岩的分布控制了该区油气富集规律,黔南海西期断裂系统与加里东运动形成的不整合面构成不同期次油气运聚的输导系统,海西期形成的一系列正断裂是麻江古油藏成藏的关键。  相似文献   

湖南锡田岩体的岩浆混合成因:岩相学､岩石地球化学和U-Pb 年龄证据   总被引：2，自引：0，他引：2       下载免费PDF全文

陈迪陈焰明  马爱军刘伟刘耀荣  倪艳军 《中国地质》2014,41(1):61-78

南岭中段的锡田岩体燕山期岩石以斑状黑云母二长花岗岩为主,岩体中广泛发育暗色微粒包体?暗色微粒包体为岩浆结构,大多数具有塑性外形,发育淬冷边?反向脉,存在多种不平衡结构和矿物组合,如钾长石环斑?石英眼斑?针状磷灰石等,显示岩浆混合特征?岩石地球化学方面,暗色微粒包体具有比寄主岩贫硅?贫碱,富K?Fe?Mg?Ca?Ti 特征;暗色微粒包体及寄主岩富集轻稀土元素(LREE/HREE=2.6~8.8),具有中-强的铕负异常(δEu=0.09~0.74)以及具有相似的稀土元素配分曲线和微量元素蛛网图;在主要氧化物含量Harker 图解中投点多呈直线变异趋势,反映了两者具有密切的亲缘关系,利用共分母和不共分母图解进行判别,暗色微粒包体与寄主岩具岩浆混合特征,在MgO-TFeO判别图解中也指示包体为岩浆混合成因?上述岩相学和元素地球化学特征表明暗色微粒包体是基性岩浆侵入到酸性岩浆中淬冷形成的,指示锡田岩体存在两种岩浆的混合作用?通过LA-ICP-MS锆石U-Pb 定年,得到寄主岩形成年龄(150.04±0.52)Ma,暗色包体形成年龄(145.09±0.63)Ma,二者年龄在测试误差范围内一致,显示岩浆混合作用发生的时间大致为晚侏罗世?  相似文献   

巴布亚新几内亚奥克泰迪铜金矿床成矿特征和控制因素     

信迪  刘京  李雷  冉丽  宋学信 《中国区域地质》2014,(2):299-307

巴布亚新几内亚西部Fubilan山奥克泰迪矿床是一个世界级铜金矿床,在大地构造上位于新几内亚造山带的巴布亚褶皱带。该矿床的铜金矿化赋存于Fubilan二长斑岩及其周边的磁铁矿夕卡岩和硫化物夕卡岩中。矿石类型以原生硫化物矿石为主,金属矿物包括磁铁矿、黄铁矿、磁黄铁矿、白铁矿、黄铜矿、斑铜矿等。蚀变类型包括夕卡岩化、钾化、泥化和青盘岩化。矿床氧化次生富集带发育,表生矿石矿物为蓝辉铜矿、辉铜矿、自然铜、铜蓝和银金矿。成矿作用主要受区域构造、侵入杂岩体、Darai组灰岩地层、断裂等因素的控制。根据矿床的主岩、矿石特征、蚀变特征和控矿因素,认为该矿床成因类型属于较为典型的夕卡岩一斑岩型矿床。  相似文献   

中国城市网络关联与经济增长溢出效应——基于大数据与网络分析方法的研究     

安頔  胡映洁  万勇 《地理研究》2022,41(9):2465-2481

深化城市网络空间特征的认识,科学测度经济增长的溢出效应,对推进新时期区域协调发展具有重要意义。本文结合城市网络和网络外部性两种研究视角,基于网络分析和空间计量方法,使用互联网大数据构建信息网络、企业网络、人口网络三种流要素城市网络,对中国336个地级以上行政单元的网络空间异质性、经济增长溢出效应进行实证分析。研究发现：中国城市网络联系具有显著的空间异质性,呈现出“中心-外围”特点,形成全国范围和省域、城市群范围两种尺度下的空间结构,表现出兼具择优选择与地理邻近的复杂特征;网络关联下城市经济增长具有显著的正向和负向溢出效应,反映出网络外部性对区域经济增长的重要影响,对比实体空间溢出效应表现出地理邻近关系下的相似性,以及跨越省级边界的差异性;对于全国范围下的网络关联矩阵,使用对称化和标准化处理更为合适,表明省域和城市群是推进区域经济协调发展的重要载体。  相似文献   

Classification and detection of dominant factors in geospatial patterns of traditional settlements in China     

Wu  Shaolin  Di  Baofeng  Ustin  Susan L.  Stamatopoulos  Constantine A.  Li  Jierui  Zuo  Qi  Wu  Xiao  Ai  Nanshan 《地理学报(英文版)》2022,32(5):873-891

Journal of Geographical Sciences - The geospatial distribution pattern in traditional Chinese settlements (TCSs) reflects the traditional harmony between humans and nature, which has been learned...  相似文献   

自由测站边角交会网在工程中的应用     

邹浜  刘成龙  马洪磊  王迪 《测绘工程》2014,23(10):58-62

鉴于自由测站边角交会网具有网形规则、可靠性高、多余观测数多和观测时无需对中等优点,提出将自由测站边角交会网应用于长大隧道洞内平面控制、基坑水平位移监测和有砟轨道CPⅢ平面网建网中。研究结果表明,将自由测站边角交会网应用于上述工程中都能在一定程度上克服传统方法的不足,提高测量效率和精度,值得推广使用。  相似文献   

国内土地评价与土地优化利用研究综述   总被引：2，自引：0，他引：2  

张迪  郭文华  李蕾 《国土资源情报》2014,(9):44-46

土地利用优化是当前土地资源管理和调控过程中必须解决的难题,本文在对国内土地评价和土地利用优化文献回顾的基础上,总结了土地评价研究内容和技术方法以及土地利用优化研究内容和技术方法的发展。  相似文献   

Carrying Capacity of Marine Region in Liaoning Province   总被引：1，自引：1，他引：1  

DI Qianbin  HAN Zenglin  LIU Guichun  CHANG Hongwei 《中国地理科学(英文版)》2007,17(3):229-235

Carrying capacity is one of important studies on coordinating development of population,resources,and environment.At present,the researches on it mainly concentrate on the carrying capacity for population and economy,such as the water resources carrying capacity,the land resources carrying capacity,the environment carrying capacity,etc.Based on the related theories and methods,this paper creatively proposed the concept and meaning of carrying capacity of marine region,and formed the appraisal system.According to the developing situation of marine economy of Liaoning Province in recent years,and by employing the method of the state space,this paper also measured the carrying capacity and carrying state of marine region and discussed the sustainable problems of marine economy of Liaoning.The research results show that the carrying state of marine region of Liaoning is in the state of overloading at present,but taking a favorable turn.  相似文献   

Axial kinematic response of end‐bearing piles to P waves     

George Anoyatis  Raffaele Di Laora  George Mylonakis 《国际地质力学数值与分析法杂志》2013,37(17):2877-2896

Kinematic pile–soil interaction under vertically impinging seismic P waves is revisited through a novel continuum elastodynamic solution of the Tajimi type. The proposed model simulates the steady‐state kinematic response of a cylindrical end‐bearing pile embedded in a homogeneous viscoelastic soil stratum over a rigid base, subjected to vertically propagating harmonic compressional waves. Closed‐form solutions are obtained for the following: (i) the displacement field in the soil and along the pile; (ii) the kinematic Winkler moduli (i.e., distributed springs and dashpots) along the pile; (iii) equivalent, depth‐independent, Winkler moduli to match the motion at the pile head. The solution for displacements is expressed in terms of dimensionless transfer functions relating the motion of the pile head to the free‐field surface motion and the rock motion. It is shown that (i) a pile foundation may significantly alter (possibly amplify) the vertical seismic excitation transmitted to the base of a structure and (ii) Winkler moduli pertaining to kinematic loading differ from those for inertial loading. Simple approximate expressions for kinematic Winkler moduli are derived for use in applications. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Dike emplacement and flank instability at Mount Etna: Constraints from a poro-elastic-model of flank collapse     

M. Battaglia  M. Di Bari  V. Acocella  M. Neri 《Journal of Volcanology and Geothermal Research》2011,199(1-2):153-164

Many volcanic edifices are subject to flank failure, usually produced by a combination of events, rather than any single process. From a dynamic point of view, the cause of collapse can be divided into factors that contribute to an increase in shear stress, and factors that contribute to the reduction in the friction coefficient μ of a potential basal failure plane. We study the potential for flank failure at Mount Etna considering a schematic section of the eastern flank, approximated by a wedge-like block. For such geometry, we perform a (steady state) limit equilibrium analysis: the resolution of the forces parallel to the possible basal failure plane allows us to determine the total force acting on the potentially unstable wedge. An estimate of the relative strength of these forces suggests that, in first approximation, the stability is controlled primarily by the balance between block weight, lithostatic load and magmatic forces. Any other force (sea load, hydrostatic uplift, and the uplift due to mechanical and thermal pore-fluid pressure) may be considered of second order. To study the model sensitivity, we let the inferred slope α of the basal surface failure vary between ?10° and 10°, and consider three possible scenarios: no magma loading, magmastatic load, and magmastatic load with magma overpressure. We use error propagation to include in our analysis the uncertainties in the estimates of the mechanics and geometrical parameters controlling the block equilibrium. When there is no magma loading, the ratio between destabilizing and stabilizing forces is usually smaller than the coefficient of friction of the basal failure plane. In the absence of an initiating mechanism, and with the nominal values of the coefficient of friction μ = 0.7 ± 0.1 proposed, the representative wedge will remain stable or continue to move at constant speed. In presence of magmastatic forces, the influence of the lateral restraint decreases. If we consider the magmastatic load only, the block will remain stable (or continue to move at constant speed), unless the transient mechanical and thermal pressurization significantly decrease the friction coefficient, increasing the instability of the flank wedge for α > 5° (seaward dipping decollement). When the magma overpressure contribution is included in the equilibrium analysis, the ratio between destabilizing and stabilizing forces is of the same order or larger than the coefficient of friction of the basal failure plane, and the block will become unstable (or accelerate), especially in the case of the reduction in friction coefficient. Finally, our work suggests that the major challenge in studying flank instability at Mount Etna is not the lack of an appropriate physical model, but the limited knowledge of the mechanical and geometrical parameters describing the block equilibrium.  相似文献