澳大利亚拉克兰造山带成矿地质条件与主要矿化类型

澳大利亚拉克兰造山带（又称拉克兰褶皱带,简称LFB）由强烈变形的寒武纪—泥盆纪深海沉积岩、燧石和基性火山岩,以及更年轻的盖层所构成,其造山过程表现为澳大利亚板块向东南方向不断增生的过程。该造山带的长期演化,形成了以维多利亚金矿省为典型代表的造山型金矿床及其它类型的多金属矿床,本质上这些矿床的形成与特殊的成矿地质条件密切相关。对该区相关文献进行分析和总结,提炼出拉克兰造山带金及多金属矿床的主要地质特征,划分出5种主要矿化类型：造山型金矿、花岗岩中细脉浸染型钨—锡矿、斑岩型铜—金矿、火山喷流铜—锌—金硫化物矿床、产于断陷盆地沉积岩中的铜—铅—锌—金矿。5种矿化类型各具特色,空间上有规律性地分布。     

右江沉积盆地印支-燕山期金矿成矿系统研究

[摘 要] 滇黔桂接壤区卡林型金矿床含矿建造的形成与右江沉积盆地印支期的演化息息相关,本文以翟裕生等确立成矿流体系统的原理为基础,将右江沉积盆地中金矿床按照成矿流体输导体系的不同划分为断裂构造输导成矿子系统、不整合面构造输导成矿子系统、岩性输导成矿子系统。以典型矿床为载体,初步探讨了各成矿子系统的成矿要素、成矿作用过程和成矿作用产物,并建立了该成矿系统的综合成矿模式。     

阿尔泰高山区金矿带的确定和意义

根据地质、地球化学和资源总量预测等方法的综合研究表明,在阿尔泰高山区红山咀断裂以北宽20～30km,东西长约150km地带为一重要金成矿带。金矿赋存于晚古生代陆相酸—中酸性火山岩地层中,空间上受冰长石-黄铁绢英岩化蚀变带严格控制,是以毒砂、辉锑矿等金属硫化物为主要载体的层控浅成低温热液溶滤型金矿,也是一种新的重要的金矿工业类型。     

湘西南采金“信”的地质解释

在湘西南民间开采脉金的活动中,人们积累了很多识别金富集的标志,简称“信”。本文收集列举了25种“信”,并相应地作了地质解释,评估了含金情况。从金的地球化学特性,论述了“信”与金富集的内在联系。     

无定河下游全新世古洪水研究

对无定河流域野外考察,在其下游苏家圪坨(SJGT)地点发现夹有古洪水滞流沉积物(SWD)的全新世剖面。古洪水SWD厚度30 cm,具有平行微薄层理特征,且直接覆盖在东汉文化层之上。室内分析结果表明古洪水SWD有着与2012年洪水SWD相似的沉积学特征,以粗粉沙为主,分选良好,磁化率和烧失量较小,说明它记录了一次无定河下游的大洪水事件。文化层光释光(OSL)测年结果显示该次古洪水事件发生在1 900～1 700 a BP。古洪水洪峰水位和洪峰流量分别为765.9 m和10 530 m³·s^-1。同时利用2012年洪水洪痕水位验证,在同一断面用相同参数恢复洪峰流量为1 030 m³·s^-1,实测洪峰流量为1 000 m³·s^-1,误差为3.09%,说明古洪水洪峰流量恢复结果合理可靠。研究结果延长了无定河下游洪水数据序列,对水资源、水能源的开发利用提供了科学依据。     

Statewide Estimates of Undiscovered Deposits of Gold,Silver, Copper,Lead, and Zinc

Estimates of the number of undiscovered deposits on a statewide basis offer a different perspective on the nation's undiscovered resources of gold, silver, copper, lead, and zinc. Mean estimates of the number of undiscovered deposits statewide were extracted from the estimates of undiscovered deposits nationwide. More than 50 undiscovered deposits are estimated to occur in Alaska, Arizona, Nevada, and Wisconsin. Estimating the number of undiscovered deposits statewide serves as a measure of a state's total remaining mineral resources in known conventional deposit types.     

松潘地区岩金统计成矿予测中泛克立格法的应用

川西北地区是国内重要的岩金普查靶区。本文对松潘地区的地质特征,泛克立格法原理,及在本区的应用情况作了介绍,对主要计算步骤,给出基本结果,对计算获得的有意义异常区,进行地质解释,并将此方法与趋势面分析进行对比。     

琼东南盆地中央峡谷上新统块体搬运沉积体系地震特征及其分布

根据琼东南盆地深水区高分辨率2D/3D地震资料精细解释,和基于三维地震资料的相干分析,在琼东南盆地中央峡谷区发现了多期次的块体搬运沉积体系(MTDs)。研究表明,该区域块体搬运沉积体系包括3个主要的结构单元,即头部拉张区、体部滑移区和趾部挤压区,不同位置地震特征不同。大规模的块体搬运沉积体系构成了琼东南盆地中央峡谷区新近系以来地层中的重要沉积单元,并对深海沉积物的空间展布有重要的控制作用。上新世发育的一期块体搬运沉积体系,分布面积达300 km2,厚度达240 m,平面展布形态似扇形。高沉积物供给速率和不断的构造活动可能是该区域MTDs发育的主要原因。此外,地震活动、海平面变化也间接影响了MTDs的发育。     

Morphology,structure and kinematics of a rainfall controlled slow‐moving Andean landslide,Peru

The large slow‐moving landslide of Maca is located in the upper Colca valley (southern Peru), a region characterized by a well pronounced rainy period, and intense and recurrent sustained seismicity. The landslide, developed in deep lacustrine deposits, has recently accelerated, threatening the Maca village. This work aims at understanding the rupture mechanism and the causes of the recent landslide reactivation/acceleration. We present a multidisciplinary characterization of the Maca landslide that includes: (i) geological and morphological mapping in the field; (ii) remote sensing analysis using an historical aerial photograph of 1955 and the Pléiades satellite images (2013); (iii) global positioning system (GPS) including time‐series of surveys over 13 years, and continuous measurements over 14 months; (iv) a geophysical campaign with deep electrical resistivity tomography profiles acquired across the landslide mass. Our study shows that this 60 Mm³ landslide, which can be classified as a clay/silt compound landslide, moved by 15 m between 2001 and 2014 with a large inter‐annual velocity variation (up to a factor of 500) depending on the rainfall intensity. We suggest that these dramatic changes in velocity are the result of the combination of a threshold mechanism and the short intense rainy season in Peru. This study reveals three main driving factors acting at different timescales: (i) over several decades, the river course has significantly changed, causing the Maca landslide reactivation in the 1980s due to the erosion of its toe; (ii) at the year scale, a minimum amount of rainfall is required to trigger the motion and this amount controls the landslide velocity; (iii) transient changes in slide velocity may occur anytime due to earthquakes. This study particularly highlights the non‐linear behaviour of the motion with rainfall. Copyright © 2016 John Wiley & Sons, Ltd.