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991.
陆源碎屑与碳酸盐混合沉积研究中的几点思考   总被引:11,自引:0,他引:11  
在前人研究的基础上,结合一些具体研究实例,对混合沉积的定义进行了修正和补充;对混积岩和混积层系重新进行分类和命名;根据混合沉积的定义、成因、成分、结构、沉积构造及接触关系等因素,按照“沉积事件+剖面结构”的原则,提出了渐变式、突变式和复合式3种成因类型,对前人的研究成果进行了概括和归纳;对混合沉积的控制因素进行了深入讨论;在以碳酸盐沉积为主和以陆源碎屑沉积为主的2类沉积背景下详细论述了层序格架中混合沉积的发育情况;结合混合沉积本身的特点讨论了混合沉积与油气的关系。最后针对混合沉积研究现状,指出了该领域研究中存在的问题,并对未来的研究方向进行了展望。  相似文献   
992.
阿尔金断裂花海段新生代变形特征及时间   总被引:6,自引:0,他引:6  
在地表地质调查并结合钻井资料分析的基础上,主要通过地震剖面的精细地质解释,对阿尔金断裂东段的构造变形特征进行了系统分析。认为阿尔金断裂经阿克塞至肃北向北东东方向延伸,既没有止于玉门市西北的宽台山,也没有延伸至金塔盆地,而是止于其间的花海盆地花探7井东侧。阿尔金断裂花海段的变形时间主要为渐新世晚期、上新世末期和晚更新世末,以后者最为强烈。与红柳峡段的对比说明变形强度自西向东逐渐减弱,变形方式主要为走滑兼逆冲,主要构造样式为半花状构造,并派生有一系列向南西西方向收敛的弧形断裂。  相似文献   
993.
Urban Seismic Risk Evaluation: A Holistic Approach   总被引:3,自引:4,他引:3  
Risk has been defined, for management purposes, as the potential economic, social and environmental consequences of hazardous events that may occur in a specified period of time. However, in the past, the concept of risk has been defined in a fragmentary way in many cases, according to each scientific discipline involved in its appraisal. From the perspective of this article, risk requires a multidisciplinary evaluation that takes into account not only the expected physical damage, the number and type of casualties or economic losses, but also the conditions related to social fragility and lack of resilience conditions, which favour the second order effects (indirect effects) when a hazard event strikes an urban centre. The proposed general method of urban risk evaluation is multi hazard and holistic, that is, an integrated and comprehensive approach to guide decision-making. The evaluation of the potential physical damage (hard approach) as the result of the convolution of hazard and physical vulnerability of buildings and infrastructure is the first step of this method. Subsequently, a set of social context conditions that aggravate the physical effects are also considered (soft approach). In the method here proposed, the holistic risk evaluation is based on urban risk indicators. According to this procedure, a physical risk index is obtained, for each unit of analysis, from existing loss scenarios, whereas the total risk index is obtained by factoring the former index by an impact factor or aggravating coefficient, based on variables associated with the socio-economic conditions of each unit of analysis. Finally, the proposed method is applied in its single hazard form to the holistic seismic risk evaluation for the cities of Bogota (Colombia) and Barcelona (Spain).  相似文献   
994.
三江盆地前进坳陷XDLZ地区构造较复杂,以往开展的二维叠后时间偏移成像精度低和空间位置不够准确,为此进行了二维叠前时间偏移处理研究,分析了Kirchhoff积分法叠前时间偏移处理中关键环节技术参数(叠前去噪、振幅补偿、反褶积、静校正、均方根速度建模和偏移孔径选取)对研究区复杂构造成像的影响及处理技巧。通过叠前时间偏移和叠后时间偏移在该区的应用效果对比分析,Kirchhoff积分法叠前时间偏移处理结果包含地震信息更加丰富,深层复杂构造成像在同相轴的连续性和断层及断点空间位置更趋合理,成像相位和振幅误差较小,构造成图精度提高了约4%。  相似文献   
995.
Karst rocky desertification is a typical type of land degradation in the Southwestern China. It has great ecological and economical implications for the local people. Landsat images from the middle of Guizhou Province collected in 1974, 1993 and 2001 were used for change detection of the pattern of Karst rocky desertification. The results show the following findings: (1) Desertification area expanded drastically in 27 years, at an increasing rate about 116.2 km2/year. (2) High areas (900–1,500 m) are the most affected. (3) Areas with the slope <5° or >25° are also easily tend to be Karst rocky deserted. (4) The process of Karst rocky desertification is nearly irreversible. Few areas of Karst rocky desertification could be meliorated to non-desertification land. (5) Most of the degraded lands are located in the south and the central of the study region, and the meliorated land areas are sparsely located in the east and the west part of the region. All these findings would provide bases for the decision-making of the local government to improve the Karst rocky desertification  相似文献   
996.
广西大厂锡多金属矿床研究进展   总被引:3,自引:0,他引:3  
大厂锡多金属矿床是世界闻名的超大型矿床,笔者从构造控矿、同位素测年、流体包裹体、成矿物质来源及同生沉积成矿等五个方面综述了近半个世纪来该矿床的一些研究进展,并结合近年来野外调查研究,认为大厂锡多金属矿床属后生成因,成岩、成矿是燕山晚期同一构造-热事件的产物,成矿过程中有幔源流体的显著参与,矿体产出形态的空间变化受不同深度的构造特征所控制。  相似文献   
997.
CdS/rectorite nanocomposite was synthesized via a cation-exchange reaction followed by a sulfurization process. The obtained samples were characterized by using X-ray diffraction (XRD), fourier transform infrared spectra (FTIR), transmission electron microscope (TEM), UV-Vis diffuse reflectance spectra (DRS), and thermal analysis. The measured results indicate that CdS species in the composites exist in the form of pillars and nanoparticles, the crystallized CdS particles are in the hexagonal symmetry. The photocatalytic activities of the pillared nanocomposite were enhanced significantly comparing with the bare rectorite and the pure CdS. Moreover, the photostabilities of the obtained nanocomposites are also better than that of the pure CdS due to the hosts retard the photocorrosion of the CdS.  相似文献   
998.
999.
漳州市山体滑坡主要影响因素分析   总被引:1,自引:0,他引:1  
郑艺贞 《福建地质》2007,26(4):259-265
对漳州市区域内近十几年来所发生滑坡的地质灾害点进行调查研究,提出了漳州地区山体滑坡主要受地形、地质、气象和人类工程活动因素的综合影响。一般地形坡度在25°~50°,坡型为阶梯型、人工边坡无支挡,土质边坡坡度大于70°与坡高大于4m者,连续10d内降雨量在170mm以上,且日降雨量在100mm的强降雨时,发生滑坡的概率,达71.7%。故此,降雨量170mm以上、日降雨量大于或等于100mm时,可作为漳州市地质灾害预警预报的指标。  相似文献   
1000.
Indian peninsular shield, which was once considered to be seismically stable, is experiencing many earthquakes recently. As part of the national level microzonation programme, Department of Science and Technology, Govt. of India has initiated microzonation of greater Bangalore region. The seismic hazard analysis of Bangalore region is carried out as part of this project. The paper presents the determination of maximum credible earthquake (MCE) and generation of synthetic acceleration time history plot for the Bangalore region. MCE has been determined by considering the regional seismotectonic activity in about 350 km radius around Bangalore city. The seismotectonic map has been prepared by considering the faults, lineaments, shear zones in the area and historic earthquake events of more than 150 events. Shortest distance from the Bangalore to the different sources is measured and then peak ground acceleration (PGA) is calculated for the different source and moment magnitude. Maximum credible earthquake found in terms of moment magnitude is 5.1 with PGA value of 0.146 g at city centre with assuming the hypo central distance of 15.88 km from the focal point. Also, correlations for the fault length with historic earthquake in terms of moment magnitude, yields (taking the rupture fault length as 5% of the total fault length) a PGA value of 0.159 g. Acceleration time history (ground motion) and a response acceleration spectrum for the corresponding magnitude has been generated using synthetic earthquake model considering the regional seismotectonic parameters. The maximum spectral acceleration obtained is 0.332 g for predominant period of 0.06 s. The PGA value and synthetic earthquake ground motion data from the identified vulnerable source using seismotectonic map will be useful for the PGA mapping and microzonation of the area.  相似文献   
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