云南北衙金矿床地质特征及成因研究   总被引：17，自引：0，他引：17       下载免费PDF全文

葛良胜  郭晓东  邹依林  李振华  张晓辉 《地质找矿论丛》2002,17(1):32-40

云南北衙金矿床是滇西北地区与喜山期富碱岩类有关的典型代表之一，矿床成矿与区内富碱岩体（脉）形成与分布具有空间上形影相随，时间上相近或稍晚，成因上密切相关的联系，研究表明，北衙金矿化类型多样，特别是于近期发现的具有特大远景的红土型矿化体，更成为该矿区的一大特色，矿石中金属矿物复杂，蚀变强烈且分带明显，对矿床和相关的富碱岩体（脉）开展的金丰度值，同位素和稀土元素研究表明，富碱岩体本身并不是矿质的源地，成矿流体和主要矿质均源于地球深部，文章初步讨论了岩浆成岩与流体成矿之间的关系，指出岩浆的形成，演化与侵位过程实际上是深部流体上升的载体以及矿质在流体中得以集中并成矿的热机。  相似文献   

GPS进行长边控制测量分析     

王兴国 《福建地质》2002,21(2):119-121

采用基准和基准转换模型的不同会导致GPS观测边长与坐标计算边长不一致。因此由GPS测量的WGS－84坐标系向我国的北京54坐标系转换计算时，应尽可能选择参考点作对比分析。若满足精度要求，可采用全国精密参数作转换计算，若不能满足精度要求或达不到实测点的定位精度，可先将边长作高程异常改正，再对起算点作方位改正。  相似文献   

燕山东段地区与花岗岩有关的几个问题探讨     

饶玉学 《矿产与地质》2002,16(6):327-331

详细研究了燕山东段地区花岗岩类的侵入时代、产出形式和成因类型 ,指出该区与花岗岩有关的三个金属成矿系列。  相似文献   

四川石棉县首次发现独特的自然铂矿床   总被引：4，自引：0，他引：4  

骆耀南  何虹  李云泉  肖文才  盛东劲  霍佳庆 《四川地质学报》2002,22(4):198-200

攀西地区大片前震旦纪结晶基底杂岩中产出有众多的前晋宁期层状侵入体，其间可见钒钛磁铁矿化，铬铁矿化，最近在石棉境内新发现一处含铂矿化体呈层状，网脉状产于层状侵入体中，且多以自然铂单矿物存在。伴生主要矿物为磁铁矿，钛铁矿，黄铁矿，黄铜矿等。初步认为该矿床类型属产于层状铁质基性-超基性岩与铜硫化物-钡钛磁铁矿有关的构造-热液再活化型自然铂矿床。  相似文献   

Analysis of Post-Failure Slope Movements within the Framework of Hazard and Risk Analysis     

Vaunat  Jean  Leroueil  Serge 《Natural Hazards》2002,26(1):81-107

The paper first recalls briefly a methodological framework to assess landslide hazard and risk analysis in terms of predisposition, triggering andrevealing factors. This framework, that reflects the mechanisms involved in the landslide, is based on the Geotechnical Characterisation of slope movements proposed by Vaunat et al. (1994) and Leroueil et al. (1996). The Geotechnical Characterisation can be schematized by a 3-D matrix having the following axes: types of movement; types ofmaterial; and the four stages of movement: pre-failure, failure, post-failure andreactivation. For each relevant element of this 3-D matrix, there is a characterisationsheet including: the controlling laws and parameters, the predisposition factors, thetriggering or aggravating factors, the revealing factors and the consequences of the movement. The paper focuses afterwards on the post-failure stage, which generallyis the most destructive, and on the mobility index. It is shown that this laterindex can be described as the product of sub-indices associated with failure, brittlenessof the material, ability of the soil to develop pore pressures, geometry of the moving soil mass and characteristics of the terrain. It is also shown how these aspectscan be incorporated into the Geotechnical characterisation of slope movements. This seems to provide a rational basis for examining slope movements at the post-failure stage and assessing associated risks.  相似文献   

Simulation of individual particle movement in a gravel streambed     

J. Mikael Malmaeus  Marwan A. Hassan 《地球表面变化过程与地形》2002,27(1):81-97

A two‐dimensional simulation model of travel distances of individual particles in a gravel‐bed river is presented. The model is based on a number of rules, which include particle size, entrainment, trajectory, distance of movement and entrapment. Particle interactions are controlled by resistance fields defined about each obstacle and critical elevation defined in the model. Resistance fields, particle dropping and critical elevation rules control particle interactions. The interaction rules cause the particles to develop pebble clusters, stone cells and transverse structures (transverse ribs). The simulated travel distances of individual particles are consistent with reported field results. Individual particle travel distances were simulated using two different models; one without interactions between the individual particles and the stationary bed and one with interactions. The case without interactions demonstrates the random nature of sediment transport, and narrow ranges of travel distances. Wider ranges of travel distances, similar to those for natural situations, were obtained for the cases with interactions. The more intense the interaction between the mobile stones and the stationary ones, the wider the range of distances of travel for a given particle size. Modelling the mean travel distance yielded a result similar to that published previously, which was based on empirical data. Well developed bed‐surface structures were obtained for relatively poorly sorted sediment with intense interactions between particles. Transverse structures developed when relatively large particles were allowed to move. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Lithium and lithium isotope profiles through the upper oceanic crust: a study of seawater-basalt exchange at ODP Sites 504B and 896A     

Lui-Heung Chan  Jeffrey C Alt 《Earth and Planetary Science Letters》2002,201(1):187-201

Ocean Drilling Program (ODP) Hole 504B near the Costa Rica Rift is the deepest hole drilled in the ocean crust, penetrating a volcanic section, a transition zone and a sheeted dike complex. The distribution of Li and its isotopes through this 1.8-km section of oceanic crust reflects the varying conditions of seawater alteration with depth. The upper volcanic rocks, altered at low temperatures, are enriched in Li (5.6-27.3 ppm) and have heavier isotopic compositions (δ⁷Li=6.6-20.8‰) relative to fresh mid-ocean ridge basalt (MORB) due to uptake of seawater Li into alteration clays. The Li content and isotopic compositions of the deeper volcanic rocks are similar to MORB, reflecting restricted seawater circulation in this section. The transition zone is a region of mixing of seawater with upwelling hydrothermal fluids and sulfide mineralization. Li enrichment in this zone is accompanied by relatively light isotopic compositions (−0.8-2.1‰) which signify influence of basalt-derived Li during mineralization and alteration. Li decreases with depth to 0.6 ppm in the sheeted dike complex as a result of increasing hydrothermal extraction in the high-temperature reaction zone. Rocks in the dike complex have variable isotopic values that range from −1.7 to 7.9‰, depending on the extent of hydrothermal recrystallization and off-axis low-temperature alteration. Hydrothermally altered rocks are isotopically light because ⁶Li is preferentially retained in greenschist and amphibolite facies minerals. The δ⁷Li values of the highly altered rocks of the dike complex are complementary to those of high-temperature mid-ocean ridge vent fluids and compatible to equilibrium control by the alteration mineral assemblage. The inventory of Li in basement rocks permits a reevaluation of the role of oceanic crust in the budget of Li in the ocean. On balance, the upper 1.8 km of oceanic crusts remains a sink for oceanic Li. The observations at 504B and an estimated flux from the underlying 0.5 km of gabbro suggest that the global hydrothermal flux is at most 8×10⁹ mol/yr, compatible with geophysical thermal models. This work defines the distribution of Li and its isotopes in the upper ocean crust and provides a basis to interpret the contribution of subducted lithosphere to arc magmas and cycling of crustal material in the deep mantle.  相似文献   

软土结构性破损的孔径分布试验研究   总被引：6，自引：1，他引：6  

吕海波  汪稔  赵艳林  孔令伟 《岩土力学》2003,24(4):573-578

采用压汞法对天然结构性软土压缩过程孔隙大小分布的演化进行了试验研究，结果表明，当荷载超过结构屈服应力后，尺寸较大的团粒间孔隙首先发生破坏，随着荷载的增大，越来越小的孔隙受到影响，但团粒内孔隙在压缩过程中不发生变化；根据试验结果提出了孔隙结构破损势的概念，并用其表征孔隙分布随荷载变化的规律。  相似文献   

地质基础理念之我见     

丁乾俊 《新疆地质》2003,21(4):463-467

任-侵位的岩浆体，在结晶分异、固化成岩过程中，一般都可分为：已结晶的固相岩体、正(半)结晶的可塑相岩体及未结晶的熔融相岩浆3部分．此时，若发生了地壳运动，地壳运动的构造作用力。使正(半)结晶的可塑相岩体发生可塑相变形，形成片麻化岩体；地壳运动(包括地震)时的构造作用力为脉动性质的挤压作用力；岩体发生片麻化的地壳运动，又使已结晶的固相岩体和围岩发生断裂活动，形成了断裂带控矿、容矿构造；未结晶的熔融相岩浆再度上升侵位，便形成了小侵入岩体控矿构造．残浆的形成与排出，控矿构造的发生、发展与控矿过程，都是在这次地壳运动过程中完成的．因此，对这次地壳运动可称成矿作用．  相似文献   

改进的最小二乘法在水文分析计算中的应用     

王淑英  高永胜 《水文》2003,23(5):5-9

在水分析计算中，经常涉及到变量之间的线性或非线性拟合，而在拟合各种特性曲线时，通常应用以实测资料与拟合曲线间的误差平方和最小作为目标函数的方法——最小二乘法，但这种方法忽视了所有实测点应与拟合曲线间的相对误差尽量不超过某一百分比的原则，为了达到上述要求，提出了非线性的加权最小二乘法及线性相关方程的最小距离平方和法，探讨改进了传统的最小二乘法达到优化的效果。最小距离平方和法与常用的图解法相比，本法所得成果较为客观；与传统的单方向(x或y方向)最小二乘回归法相比，所求线性方程不会因坐标系的选取而改变。最后应用算例进行了初步讨论。  相似文献