闪锌矿流体包裹体显微红外测温及其矿床成因意义——以云南会泽超大型富锗银铅锌矿床为例

显微红外测温是利用红外显微镜研究不透明半透明矿物的流体包裹体丰度和分布特征,并与冷热台相结合进行流体包裹体显微测温分析的一种有效的新技术。云南会泽超大型富锗银铅锌矿床是分布于川滇黔接壤区典型的会泽型(HZT)铅锌矿床。本文以该矿床的闪锌矿、方解石流体包裹体为例,应用显微红外测温技术发现闪锌矿中发育大量流体包裹体,按其相态可分为6类:纯气相(V)、富液相气液两相(L+V)、富气相气液两相(L+V)、纯液相(L)、含子矿物三相(L+V+S)、含CO₂三相(L_CO2+L_H2O+V_CO2)包裹体,而在热液方解石中仅发现富液相气液两相(L+V)、纯液相(L)包裹体。闪锌矿中的流体包裹体均一温度集中在2个区间:150~221℃和320~364℃;而盐度变化范围较大,主要集中于3个区间:12.0%~18.0%、5.0%~11.0%、1.1%~5.0%。不同世代闪锌矿流体包裹体均一温度大致反映成矿流体演化的全过程,而方解石流体包裹体均一温度主要反映成矿流体演化的中晚阶段,而且与脉石矿物(方解石)共生的闪锌矿流体包裹体均一温度也高于方解石包裹体均一温度;反映了闪锌矿流体包裹体较方解石更能反映成矿流体的信息,进一步揭示从早成矿阶段到晚成矿阶段,成矿流体大致经历了中高温-中盐度→中低温-中盐度→中低温-中低盐度的演化过程。通过压力校正后的流体包裹体捕获温度反映了早成矿阶段成矿流体呈中高温,进一步证实了该矿床并非低温矿床。通过矿床对比研究,不仅反映了该矿床明显不同于典型的MVT铅锌矿床,而且表明了显微红外测温技术为该类矿床成矿流体p-T-x条件及矿床成因的研究提供了新方法与途径,并将在金属矿床成矿流体的研究领域发挥重要作用。     

基于NBCORS网络RTK的误差分析与质量控制

基于宁波市连续运行卫星定位服务系统,通过对影响网络RTK测量时GPS卫星信号传播带来的对流层延迟、电离层延迟以及多路径效应误差分析,提出了减弱和消除其误差影响的有效质量控制措施,旨在提高网络RTK定位技术的测量精度。     

首都圈地区爆破、矿塌和天然地震的识别研究

选取首都圈地区2008年8月——2009年9月ML在2.0——2.2范围内的爆破、矿塌和天然地震数据资料,从时间域和频率域进行分析对比,总结出识别爆破、矿塌和天然地震的依据．在时域方面,爆破的初动方向向上,矿塌向下,天然地震的初动方向依赖于台站的分布情况;爆破和矿塌的面波比较发育;天然地震的S波与P波最大振幅比(AS/AP)大于爆破和矿塌,同时,爆破和矿塌的能量衰减比天然地震快．在频域方面,高频成分的能量衰减快于低频;天然地震的拐角频率较高,爆破次之,矿塌的最小;在震中距200 km范围内,爆破的顶峰频率主要分布在5——7 Hz,矿塌分布在2——4 Hz,天然地震的顶峰频率较大,在10——18 Hz范围内.另外,天然地震的频率域较宽,其次为爆破、矿塌．      

Response of bankfull discharge to discharge and sediment load in the Lower Yellow River

This paper presents a study on the response of bankfull discharge to incoming discharge and sediment load based on long-term hydrological and bankfull discharge data measured on the lower reaches of the Yellow River. The analysis indicated that the bankfull discharge was a function of the preceding 5 to 6 years' flow regimes, revealing that bankfull channel dimensions were a result of the accumulative effect of several consecutive years' flow discharge and sediment load conditions. In other words, the mean relaxation time was about 5 to 6 years for channel adjustment. Theoretical methods for the prediction of bankfull discharge were developed, in which the response time or the relaxation time was fully considered. Testing of the methods using data observed at five hydrologic stations in the lower reaches of the Yellow River from 1960 to 2003 showed that the proposed methods can predict the variation of bankfull discharge in response to changes in the incoming discharge and sediment load. The proposed methods hold promise for predicting the magnitude and trend of channel response to other rivers undergoing aggradation or degradation from changes in hydrologic or sediment regime.     

黄河口海域2004-2009年春季大型底栖动物群落的时空变化

根据 2004年-2009年春季6个航次共186个站次的黄河口附近海域生态调查资料,对该海域的大型底栖动物进行了群落特征分析。调查共采集到大型底栖动物153种,生物量变化范围为6.31~13.20 g/m2,丰度的变化范围为44~902 ind./m2。优势种类历年变化较大,出现频率较高的优势种类为纵沟纽虫、细长涟虫、寡节甘吻沙蚕和绒毛细足蟹;调查区域内丰富度指数及Shannon-Wiener多样性指数历年来呈下降的趋势。聚类结果显示,调查区域大致可分为近岸和远岸2个底栖动物群落。分析表明,水深、底质的中值粒径和海水盐度是影响底栖生物群落结构变化的主要因素。     

Erratum to:The characteristics of shear wave splitting in the source region of the April 20,2013 Lushan earthquake

正Erratum to:Earthq Sci DOI 10.1007/s11589-013-0034-z The original version of this article contained an omission in the Acknowledgments section.The corrected version appears in this erratum.     

Automatic Identification of Rock Fracture Sets Using Finite Mixture Models

The clustering and classification of fracture orientation data are crucial tasks in geotechnical engineering and rock engineering design. The explicit simulation of fracture orientations is always applied to compensate for the lack of direct measurements over the entire rock mass. In this study, a single step approach based on the theory of finite mixture models, where the component distributions are Fisher distributions, is proposed for automatic clustering and simulation of fracture orientation data. In the proposed workflow, the spherical K-means algorithm is applied to select the initial cluster centers, and the component-wise expectation–maximization algorithm using the minimum message length criterion is used to automatically determine the optimal number of fracture sets. An additional advantage of the proposed method is the representation of orientation data using a full sphere, instead of the conventional hemispherical characterization. The use of a full spherical representation effectively solves the issue of clustering for fractures with high dip angles. In addition, the calculation process of the mean direction is also simplified. The effectiveness of the model-based clustering method is tested with a complicated artificial data set and two real world data sets. Cluster validity is introduced to evaluate the clustering results. In addition, two other clustering algorithms are also presented for comparison. The results demonstrate that the proposed method can successfully detect the optimal number of clusters, and the parameters of the distributions are well estimated. In addition, the proposed method also exhibits good computational performance.     

A well-balanced numerical scheme for debris flow run-out prediction in Xiaojia Gully considering different hydrological designs

To simulate debris flow run-out, the governing equations for free-surface shallow flow are corrected by setting the basal flow resistance coefficients with the quadratic rheological friction model. A well-balanced numerical scheme is developed for its run-out simulation over irregular topography. A linear reconstruction is adopted for improving the spatial accuracy of the numerical scheme. Considering the complex friction terms of governing equations of debris flow, they are estimated with a full implicit scheme for ensuring stability of the numerical scheme. The validity check of run-out simulation is implemented based on general knowledge of fluid, and a well-studied case occurred in the Xiezi Gully in Yingxiu Town, Sichuan Province of China. For practical purpose, the present numerical scheme is used for run-out prediction of debris flow in Xiaojia Gully of Panzhihua City, Sichuan Province of China. Our work aims to present a well-balanced numerical scheme for debris flow run-out simulation prediction, which can be applied quite conveniently to solve other kinds of debris flow models and helpful to promote the development in debris flow numerical calculation.     

Pull-out behaviour of wood bolt fully grouted by PS-F slurry in rammed earth heritages

This article presents a laboratory and field investigation of pull-out resistance of wood bolts in rammed earth heritages. The laboratory testing involved axial tensile tests of four grout specimens prepared in specially designed moulds using PS-F (Potassium Silicate solution-Fly ash) slurry to investigate the performance of anchors. The field testing involved pull-out tests of three wood anchors installed in rammed earth heritages by gravity grouting. Experiments reveal that the failure mode is the pull-out of bolt from grout and average skin friction resistance of bolt–grout interface is approximately 0.34MPa. Load–displacement curves and elastic–residual displacement derived from cyclic loading indicate such anchor system has strong ductility with small elastic deformation and large residual deformation. Bond collapse firstly occurs at the loaded end and then propagates towards the full bonded length. Bond stress distribution is not uniform along the bonded length. Maximum bond stress distributes at the range from 0.3 m to 0.4 m. Emergence of compressive strain in the interface reveals such anchor system enjoys the advantages of both tensile and compressive anchor types, which significantly differs from results from other regular bolts. The research conclusion makes scientific senses to traditional material and craft in rammed earth heritages.     

近30年刘家峡以下黄河上游河道湿地演变规律与驱动力分析

河道湿地是流域生态系统中,位于水陆交错地带,关联陆地生态系统和水生生态系统的桥梁和纽带,对蓄水滞洪、净化水质和水土保持,以下维持生物多样性和生态平衡起重要的作用。本文采用1986、1996、2000、2006和2015年5期Landsat遥感影像数据对刘家峡以下黄河上游湿地进行湿地解译提取,并利用空间统计分析法、转移矩阵法和质心位置变化法对刘家峡以下黄河上游河段河道湿地演变规律以及驱动力因素进行研究。结果表明,1986-2015年,黄河上游河道湿地面积从17.3万hm²逐渐减少到12.2万hm²,减少了29.0%。研究区土地利用类型的转移主要发生在河流、裸滩、草本湿地与耕地的相互转化上。过去30年嫩滩湿地的变化幅度远大于老滩湿地,嫩滩湿地面积从1986年的15.46万hm²减少到2015年的10.41万hm²,减少了32.7%,嫩滩湿地演变规律为天生湿地型之间的相互演变,即河流-裸滩-沼泽湿地。而老滩湿地面积基本处在稳定状态,面积范围在1.84~2.28万hm²之间,具有天然湿地-人工湿地与天然湿地-农业用地的演变规律特征。水渠湿地、坑塘湿地和森林湿地质心位置变化较为突出,由单一类型动态度分析可知,研究区自然湿地萎缩、城镇化加速、河流水面面积减少加快。以上分析结果与研究区气温、水利水电工程、灌溉用水、凌汛期冰情以及城镇化程度均有关,与降雨量无明确关系。