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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.
Spatial pattern of Karst rock desertification in the Middle of Guizhou Province,Southwestern China 总被引:13,自引:0,他引:13
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.
997.
Jiangrong Xiao Tianyou Peng Dingning Ke Ling Zan Zhenghe Peng 《Physics and Chemistry of Minerals》2007,34(4):275-285
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
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