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21.
Types of Enclaves and Their Features and Origins in Intermediate-Acid Intrusive Rocks from the Tongling District, Anhui Province, China 总被引:9,自引:0,他引:9
WU Cailai WANG Zhihong QIAO Dewu LI Haibing HAO Meiying SHI Rendeng Institute of Geology Chinese Academy of Geological SciencesXi''an Engineering College Geological Mechanics Institute CAAGS 《《地质学报》英文版》2000,74(1):54-67
Enclaves in intermediate-acid plutons from Tongling can be divided into three types: xenoliths, relics and magmatogenic enclaves. The magmatogenic enclaves consist of cumulates, micrograined dioritite mixtite and dioritic chilled border enclaves. Petrologically, relics with eyed and meta-poikilitic texture are characterized by high content of biotite (>80%) and low content of cordierite and grossular. The cumulates with accumulate texture consist of a great amount of pyroxene, hornblende and minor spinel and phlogopite. The micrograined dioritic mixtite is composed of more hornblendes and feldspar and less needle apatites and an ellipsoid basic core included in plagio-clase. The chilled border enclaves have the same mineral association, but more dark minerals than the host rocks consisting of plagioclase, quartz, alkaline feldspar, hornblende and biotite. Geochemically, the relics exhibit high REE content (455.8×10-6) and high ratio of LREE/HREE, more obvious Eu negative anomaly and are rich in Cr and 相似文献
22.
23.
CMF模式的排他性依据和造山型银矿实例:东秦岭铁炉坪银矿同位素地球化学 总被引:32,自引:38,他引:32
河南熊耳山区的铁炉坪银矿定位于高级变质基底中的NE向断裂带中,是熊耳山脉状造山型金、银、铅锌矿床的重要组成部分。成矿作用包括了早、中、晚3个阶段,分别形成石英-黄铁矿,多金属硫化物和碳酸盐脉3类矿物组合。早阶段成 矿温度大约为373℃左右,成矿流体δD=-90‰,δ~(13)C_(co_2)=2.0‰,δ~(18)O=9‰,来源较深;晚阶段流体温度<203℃,δD=70‰,δ~(13)C_(co_2)=-1.3‰,δ~(18)O=-2‰,属于浅源大气降水热液;中阶段流体均一温度210~249℃,δD=-109‰,δ~(13)C_(co_2)=0.1‰,δ~(18)O=2‰,是深源与浅源流体的混合。对比讨论表明,熊耳山区的早前寒武纪变质基底、熊耳群火山岩和燕山期花岗岩类的三者之一或它们的混合物,均无法提供具有早阶段流体D-O-c同位素组成(高δ~(18)O和δ~(13)C,低δD)的成矿流体,表明早阶段流体来自栾川群和管道口群的碳酸盐-页岩-硅质岩建造的变质脱水作用。矿石硫同位素组成较低,铅同位素比值较高,同样不可能来自熊耳山的主要地质体,更不可能来自其下伏的地幔和下地壳,指示成矿物质和流体应主要来自栾川群和管道口群。尽管栾川群和管道口群地层的同位素地球化学研究尚待补充,铁炉坪银矿的同位素地球化学特征似乎只能借助碰撞造山成岩成矿与流体作用模式才能合理解释。即华南与华 相似文献
24.
尚南断块位于山东省胜利油田东营凹陷尚店油田西南部。该区的古近系东营组顶底均为不整合面或沉积间断面,发育了较好的湖侵三角洲相沉积。基于100余口钻井、地震资料,70多张单井剖面柱状图编制及14条剖面的对比,进行了东营组精细沉积相研究,编制出30余幅沉积微相投点图和岩相古地理图。研究表明,东营 沉积时期气候潮湿、雨水丰沛、河流纵横、湖泊扩大、湖水变深等为处于斜坡地区的尚南地区发育湖侵期三角洲提供了良好的条件。控制该区沉积和地层发育的区域性物源来自埕宁隆起和鲁西隆起,但来自滨县凸起和林樊家突起的局部物源也有很大影响。东营期岩相古地理经历了早、中、晚期的演化,早期发育了以三角洲平原为主的沉积环境,中期形成了大范围的破坏性三角洲环境,晚期以前三角洲环境为特色。 相似文献
25.
国家自然科学基金委员会地球科学部 《地球科学进展》2007,22(1):1-11
地球科学是人类认识地球的一门基础科学.它以地球系统及其组成部分为研究对象,探究发生在其中的各种现象、过程及过程之间相互作用机理、变化及其因果关系等,以提高对地球的认识水平,并利用获取的知识为解决人类生存与可持续发展中的资源供给、环境保护、减轻灾害等重大问题提供科学依据与技术支撑.人类对地球奥秘的探索精神,社会经济发展对资源利用、以及生活质量的提高对环境保护和自然灾害防治的日益增长的巨大需求,始终是地球科学发展的驱动力. 相似文献
26.
Yaping Zhou Ken C. Rutledge Analytical Service & Material Inc Hampton VA USA Thomas P. Charlock Atmospheric Sciences Division NASA Langley Research Center Hampton VA USA Norman G. Loeb Seiji Kato Hampton University Hampton VA USA 《大气科学进展》2001,(5)
l. IntroductionThe cIassicaI definition of bi--directional reflectance--distribution function (BRDF) is aderivative, distribution function, relatlng the irradiance incident from one given direction tolts contribution to the radiance renected in another direct1on (N1codemus et al., l977).f r (0,, rp,; 0,, rp, )= dL, (0,, P,; 0,, 9,; E, )/ dE, (0,, 9,) [sr-- 1 ], (l)where 0 (zenith angle) and 9 (azimuth angle) together indicate a direction, the subscr1pt i indi-cates quantities associated wi… 相似文献
27.
Pu Wang R. Kahawita Professor of Mechanics Lenzhou University Lanzhou China. Professor of Civil Ensineering Ecole Polytechnique de Montreal Canada. 《国际泥沙研究》1990,(1)
I. INTRODUCTIONNumerical models of estuaries incorporating simulation of the density induced circulation are consideredimPOrtant tools in the assessment of their dispersive characteristics. Most models to date have used finite difference approximations to the governing equations (see for example thericke and Hogan, 1977, Blumberg,1 977, Perrels and Karelse, 1978). A numeriCal model of estuarine circulation using a SADI (Spline Alternating Direction implicit) procedure together with a… 相似文献
28.
Underwater Explosion Treatment of Marine Soft Foundation 总被引:11,自引:0,他引:11
Zheng Zhemin Yang Zhengsheng Jin Liu
Professor Academician of Chinese Academy of Sciences Director of Mechanics Institute of Chinese Academy of Sciences Beijing
Professor Mechanics Institute of Chinese Academy of Sciences Beijing Senior Engineer Lianyungang Harbor Construction Command Post Lianyungang Province of Jiangsu 《中国海洋工程》1991,(2)
The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable. 相似文献
29.
- Offshore platforms are always subjected to wave action which is random variable amplitude cyclic loading. In order to simulate the stressing condition at the 'hot spot' of the tubular joints and the marine environment, random variable amplitude fatigue tests have been carried out on welded plate joints in sea water. The tests have been conducted under the conditions of loading frequency of 0.2 Hz, stress ratio of -1, seawater temperature of about 20℃ and cathodic protection with the potential about -850 mV, SCE. The test results have been compared with the seawater corrosion fatigue life under constant amplitude loading. Miner's linear cumulative damage summation rule has been used to predict the corrosion fatigue life under variable amplitude loading. The predicted life is in good agreement with the test data. 相似文献
30.
Scour of the Seabed Under A Pipeline in Oscillating Flow 总被引:3,自引:0,他引:3
The scour of the seabed under a pipeline is studied experimentally in this paper. Tests are carried out in a U-shaped oscillatory water tunnel with a box imbedded in the bottom of the test section. By use of the standard sand, clay and plastic grain as the seabed material, the influence of the bed material on the scour is studied. The relationship between the critical initial gap-to-diameter ratio above which no scour occurs and the parameters of the oscillating flow is obtained. The self-burial phenomenon, which occurs for the pipeline not fixed to two sidewalls of the test section, is not observed for the fixed pipeline. The effect of the pipe on sand wave formation is discussed. The maximum equilibrium scour depths for different initial gap-to-diameter ratios, different Kc numbers and different bed sands are also given in this paper. 相似文献