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991.
李德平  顾连兴  王敢 《铀矿地质》2003,19(3):186-192
从砂岩型铀矿床地浸开发工艺着手,通过对其地质影响因素分析,结合各因素对地浸开发的影响程度,提出了砂岩型铀矿床地浸的地质工艺性能综合评价指标——地浸指数(LI),并建立了其计算模型。通过计算地浸指数可定量地了解待开发矿床或块段的地浸开发适宜程度。地浸指数LI值越大,说明该矿床地浸的地质工艺性能越佳、越有利于地浸开发。通过对伊犁盆地512模型铀矿床、511铀矿床及吐哈盆地十红滩铀矿床的LI值试算,得到的LI值分别为119.95、102.56和47.8l。试算结果表明,511矿床很有利于地浸开发,511矿床地浸开发的有利性逊于512矿床,十红滩矿床属于不利于地浸的范畴,建议放弃酸法地浸方案,寻求低酸法地浸、清水地浸或减法地浸等方案。结合3个矿床的工业开发实际和前期试验成果,初步确定砂岩型铀矿床地浸地质工艺性能的LI值区间:LI≥100,很有利于地浸;80≤LI<100,有利于地浸:LI<80,不利于地浸。  相似文献   
992.
中国煤和烃源岩镜质组的激光诱导荧光显微特征及其应用   总被引:1,自引:1,他引:1  
应用自行组装的激光诱导荧光显微光度计(LIFM)系统地研究了中国煤和烃源岩中镜质组的荧光强度及荧光变化,建立了镜质组的荧光变化与成熟度之间的相关模式图(R-I-VRo),该图可解决镜质组反射率抑制问题,并将烃源岩成熟度评价范围扩展到VRo达2.0%左右,该方法对于正确评价烃源岩成熟度具有广泛的应用前景。  相似文献   
993.
溪洛渡地区节理构造特征及解析   总被引:4,自引:0,他引:4  
运用构造解析方法,遵循共轭节理配套原则对溪洛渡地区发育的次生节理构造进行逐步分析,将该区发育的北东向和北西向节理、近南北向和近东西向节理、倾向南东和北西的两组北东-南西向剖面节理、北东东向和北北东向节理以及倾向北东和南西的两组北西-南东向剖面节理组成5套共轭节理,分属南北向、北东向和北西向3个构造期次。据此推出该区次生节理的形成、发育先后受到该区南北向、北东向和北西向构造期构造应力场作用的影响和制约。  相似文献   
994.
The Geological Survey of India (GSI) established a twelve-station temporary microearthquake (MEQ) network to monitor the aftershocks in the epicenter area of the Bhuj earthquake (M w7.5) of 26th January 2001. The main shock occurred in the Kutch rift basin with the epicenter to the north of Bhachao village, at an estimated depth of 25 km (IMD). About 3000 aftershocks (M d ≥ 1.0), were recorded by the GSI network over a monitoring period of about two and half months from 29th January 2001 to 15th April 2001. About 800 aftershocks (M d ≥ 2.0) are located in this study. The epicenters are clustered in an area 60 km × 30 km, between 23.3‡N and 23.6‡N and 70‡E and 70.6‡E. The main shock epicenter is also located within this zone. Two major aftershock trends are observed; one in the NE direction and other in the NW direction. Out of these two trends, the NE trend was more pronounced with depth. The major NE-SW trend is parallel to the Anjar-Rapar lineament. The other trend along NW-SE is parallel to the Bhachao lineament. The aftershocks at a shallower depth (<10km) are aligned only along the NW-SE direction. The depth slice at 10 km to 20 km shows both the NE-SW trend and the NW-SE trend. At greater depth (20 km–38 km) the NE-SW trend becomes more predominant. This observation suggests that the major rupture of the main shock took place at a depth level more than 20 km; it propagated along the NE-SW direction, and a conjugate rupture followed the NW-SE direction. A N-S depth section of the aftershocks shows that some aftershocks are clustered at shallower depth ≤ 10 km, but intense activity is observed at 15–38 km depth. There is almost an aseismic layer at 10–15 km depth. The activity is sparse below 38 km. The estimated depth of the main shock at 25 km is consistent with the cluster of maximum number of the aftershocks at 20–38 km. A NW-SE depth section of the aftershocks, perpendicular to the major NE-SW trend, indicates a SE dipping plane and a NE-SW depth section across the NW-SE trend shows a SW dipping plane. The epicentral map of the stronger aftershocksM ≥ 4.0 shows a prominent NE trend. Stronger aftershocks have followed the major rupture trend of the main shock. The depth section of these stronger aftershocks reveals that it occurred in the depth range of 20 to 38 km, and corroborates with a south dipping seismogenic plane.  相似文献   
995.
Santacana  Núria  Baeza  Baeza  Corominas  Jordi  De Paz  Ana  Marturiá  Jordi 《Natural Hazards》2003,30(3):281-295
This paper presents a GIS-aided procedure for shallow landslide susceptibility mapping at a regional scale. Most of the input data for the susceptibility assessment have been captured automatically. A total of 13 parameters, related to the slope geometry, have been derived from the digital elevation model (DEM) while vegetation cover and thickness of superficial formations have been obtained from photointerpretation and field work. The susceptibility assessment is based on multivariate statistical techniques (discriminant analysis), which hasbeen tested in a pilot area in La Pobla de Lillet (Eastern Pyreenes, Spain). Theresults obtained using a random sample show that 82% of all the cells, and 90% of cells including slope failures, have been properly classified. A susceptibility map based on the discriminant function has given consistent results. The susceptibilityassessment is very sensitive to the parameters selected. Compared to thetraditional methods, the main advantage of the GIS-aided procedure is the rapidityprovided by the automatic capture of parameters. It also has the capability of coveringlarge areas, and the objectivity and reproducibility of the results. The main drawbackis that, at present, not all regions have DEM accurate enough to cope with small landslides.  相似文献   
996.
Gold mineralization related to a sulphide-bearing quartz vein within Triassic phyllites has been identified in a former study of an abandoned Cu–Zn–Pb mine in southern Tuscany–northern Latium. The vein-hosted mineral assemblage includes pyrite, sphalerite, chalcopyrite, galena, arsenopyrite, and tetrahedrite; the gold content reaches up to 20 ppm. The mineralization was related to fluids characterised by moderate temperatures and moderate salinities (5–15% NaCl equivalent) and represents the highest grade of Au in the ore deposits of southern Tuscany. The difference in the estimated values of Te of primary, L+V, pseudo-secondary L+V, secondary L+V fluids inclusions reflects different components present in the solutions.Based on these results one can conclude that euhedral quartz and pyrite deposition was related to fluids having variable salinity and chemical components.The origin of gold in Ponte San Pietro (PSP) deposit may be related to leaching of metapelites/phyllites derived from pelitic rocks containing some amount of sulphur-bearing organic matter; it is worthy noting that quartz–marcasite bearing lenses, interstratified in Triassic phyllites, contain significant amount of visible gold. The Co, Ni, Mn, as well as the δ34S data, suggest a different origin for the phyllite-hosted marcasite, the PSP quartz-vein hosted pyrite, and for gold occurrences.  相似文献   
997.
998.
对埋深≤30m的土(溶)洞做了理论模型,并对其进行研究(高斯射线束法),再依据三维地震勘探方法,根据我院在工作中的实测成果,指出了土(溶)洞异常的解释理论要点和解释依据,说明了土(溶)洞在实际工作中的复杂多变性。  相似文献   
999.
通过大量的实验数据,对三牙轮钻头在井底振动时干扰力的幅值和频率进行了全面而细致的分析,摸索出了其在井底的振动规律,提高了井下钻具动力学分析的准确度,可在一定程度上减少钻具失效、节约钻井成本。  相似文献   
1000.
鄂尔多斯盆地地下水勘查   总被引:28,自引:2,他引:28  
鄂尔多斯盆地矿产资源丰富,生态环境脆弱,地下水资源分布不均,水质复杂。在研究盆地周边岩溶区岩溶发育规律,地下水富集规律,地下水的补给、径流、排泄条件的基础上,将周边岩溶区划分为9个岩溶水系统,进一步划分为25个岩溶水子系统。白垩系自流盆地初步揭示了深部赋存有丰富的地下水,地下水受岩相古地理、地下水补径排条件等控制,水质差异较大。总结了东部黄土覆盖区的地下水类型及开发利用模式。  相似文献   
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