夹皮沟金矿深部成矿预测研究

系统研究了夹皮沟地区二道沟、庙岭、大猪圈、下戏台和东坨腰子等矿床矿体和近矿围岩微量元素、矿石矿物组合和黄铁矿热电系数等的垂直变化特征,认为三者具有相互一致的变化规律,即：与热液金矿床通常的分带性相比,具有逆向分带的现象,这种特征被认为是多层次正常分带上下叠加的产物,反映夹皮沟地区金矿床在垂向上普遍存在着多个富集地段.据此预测二道沟、庙岭、大猪圈、下戏台和东坨腰子等矿床在目前的开采深度下部仍有发现深部矿体的可能.     

苏州富铌钽花岗岩的物质组成及钽的赋存状态研究

苏州富含铌钽花岗岩 (A型 )由富黑云母花岗岩和富钠长石花岗岩组成。主要副矿物为铌钽铁矿、锆石、细晶石、磷钇矿、黄玉和黄铁矿。钽元素主要形成铌钽铁矿系列单矿物 ,少量分散于长石、石英、黑云母、黄铁矿及萤石中     

地形、气候与湖面波动对浅水三角洲沉积环境的控制作用——以松辽盆地北部东区葡萄花油层为例

松辽盆地北部东区葡萄花油层沉积时期,基底整体一致下降,气候干旱,地形平缓,河流入湖发育浅水三角洲。三角洲平原上的分流河道通过填积和湖面的频繁波动向湖泊中心方向长距离推进,在三角洲前缘的浅水区发育很有特色的水下分流河道,发育了宽展的三角洲前缘相沉积。在平面上,三角洲平原与宽展的三角洲前缘、前三角洲平缓相接,不存在Gilbert型三角洲模式的顶积层、前积层、底积层三褶结构。     

分布式地震应急救援态势标绘系统

地震现场救援要素众多,部署分散,为了统一管理救援要素,综合展示救援态势,设计一种基于B/S架构的地震应急救援态势标绘系统,采用Google Maps API v3实现前端Web GIS功能,加载谷歌地图,标绘震情灾情和救援要素信息,通过AJAX方式与服务器端进行数据交互,保存要素信息或者获取服务器端数据,系统设计聊天室功能,登录用户可以在线实时交流。本系统对使用环境要求低,支持多种移动终端,适合地震现场人员使用,实现了分布式要素标绘功能,是地震现场救援行动的有效辅助决策工具。     

Levels and distribution of tris-(2,3-dibromopropyl) isocyanurate and hexabromocyclododecanes in surface sediments from the Yellow River Delta wetland of China

The levels and distribution of tris-(2,3-dibromopropyl) isocyanurate (TBC) and hexabromocyclododecanes (HBCDs) of surface sediments in the Yellow River Delta wetland had been investigated. The concentrations of TBC and ∑ HBCDs ranged from 0.20 to 29.03 ng·g^? 1 dw and below limits of detections (LODs) to 20.25 ng·g^? 1 dw. The average composition profile of three HBCDs isomers were 10.1%, 6.1% and 83.8% for α-, β- and γ-HBCD, respectively. Moreover, correlation analysis indicated there are similar sources among three isomers and positive correlations between total organic carbon (TOC) content and concentrations of TBC and HBCDs. The mass inventory of TBC,α-, β-, γ-HBCD, ΣHBCDs in surface sediments of Yellow River Delta wetland were estimated about 725.50, 72.76, 44.29, 548.34, 665.39 kg. Therefore, further investigations on potential human health and environmental risk assessments of TBC and HBCDs were needed.     

A modified domain reduction method for numerical simulation of wave propagation in localized regions

A modified domain reduction method(MDRM) that introduces damping terms to the original DRM is presented in this paper. To verify the proposed MDRM and compare the computational accuracy of these two methods, a numerical test is designed. The numerical results of the MDRM and DRM are compared using an extended meshed model. The results show that the MDRM significantly improved the computational accuracy of the DRM. Then, the MDRM is compared with two existing conventional methods, namely Liao's transmitting boundary and viscous-spring boundary with Liu's method. The MDRM shows its great advancement in computational accuracy, stability and range of applications. This paper also discusses the influence of boundary location on computational accuracy. It can be concluded that smaller models tend to have larger errors. By introducing two dimensionless parameters, φ_1 and φ_2, the rational distance between the observation point and the MDRM boundary is suggested. When φ_1 2 or φ_213, the relative PGA error can be limited to 5%. In practice, the appropriate model size can be chosen based on these two parameters to achieve desired computational accuracy.     

Seismic effectiveness of tuned mass dampers considering soil–structure interaction

This paper presents how soil–structure interaction affects the seismic performance of Tuned Mass Dampers (TMD) when installed on flexibly based structures. Previous studies on this subject have led to inconsistent conclusions since the soil and structure models employed considerably differ from each other. A generic frequency-independent model is used in this paper to represent a general soil–structure system, whose parameters cover a wide spectrum of soil and structural characteristics. The model structure is subjected to a stationary random excitation and the root-mean-square responses of engineering interest are used to measure the TMD's performance. Extensive parametric studies have shown that strong soil–structure interaction significantly defeats the seismic effectiveness of TMD systems. As the soil shear wave velocity decreases, TMD systems become less effective in reducing the maximum response of structures. For a structure resting on soft soil, the TMD system can hardly reduce the structural seismic response due to the high damping characteristics of soil–structure systems. The model structure is further subjected to the NS component of the 1940 El Centro, California earthquake to confirm the TMD's performance in a more realistic environment. Copyright © 1999 John Wiley & Sons Ltd.     

乌江磷浓度与通量变化及来源解析

磷(P)是长江流域备受关注的污染物。乌江是长江八大支流之一,位于三峡水库近库尾江段。武隆断面是乌江入长江控制断面。对1998—2019时期武隆断面径流量、悬浮泥沙浓度(SS)与输沙量、磷浓度与通量(包括总磷(TP)、溶解态磷(DP)和颗粒态磷(PP))年际变化及季节特征进行研究,并基于河流基流分割原理对磷的来源进行了解析。结果表明,(1)1998—2019年,乌江武隆断面径流量在一定幅度内上下波动,而悬浮泥沙浓度和输沙量下降剧烈。(2)22年来,乌江TP和DP浓度与通量总体上呈先升高后下降的趋势,2009—2013年为磷污染峰值期,TP和DP浓度与通量远高于其它时期。(3)2007年是一个重要的时间节点,该节点前,TP的赋存形态以颗粒态为主,颗粒态磷在总磷中的占比均值为65%;该节点后,TP的赋存形态转变为以溶解态为主,颗粒态磷占比均值下降为16%,相应地,溶解态磷占比由35%上升为84%。水沙条件改变是磷形态发生显著变化的主要驱动力,磷污染程度亦是磷形态变化的重要影响因素。(4)磷通量在年内的季节分布发生了显著变化,丰水期磷通量减少,枯水期磷通量增加。(5)1998—2012、2009—2013和2014—2019年3个时期点源负荷占比分别为23.5%、36.8%和62.1%,呈增加趋势。(6)建议制定适宜的总磷控制目标,结合目前所存在的磷污染风险点,进一步强化监管,侧重源头治理。     

川滇地区重力异常的小波分解与解释

利用小波变换方法对四川云南及周围地区的布格重力异常进行分解. 在计算中选用具有正交完备性并有较好对称性及较高消失矩的小波函数把重力异常分解为两部分. 用功率谱方法对分解后异常进行分析,可知其分别表示地壳内部和更深部的密度变化. 两部分异常显示出川滇地区深部与浅部的构造差异. 浅层重力异常的密度填图表明:① 四川盆地地壳密度较高,松潘——甘孜造山带密度较低;② 康滇菱形块体的密度是不均匀的;③ 康滇菱形块体的边界断裂具有不同的密度特征,显示出不同的构造性质. 深部重力异常的密度填图显示出与浅部相似而又不同的密度分布特征,表明川滇地区浅部与深部构造作用有所不同,两者之间可能是不完全解耦关系. 本文结果还表明,地震分布不仅受断裂构造控制,也与深部密度变化有关.      

在中国地震动参数区划图编制中GIS信息系统的应用

编制全国性的地震动参数区划图,涉及到多个学科的大量与空间位置有关的信息,需要对海量空间数据进行有效的存储、处理与统计分析。GIS信息技术适用于存储、管理、分析与表述各种带有空间分布特征的信息。文中介绍了在中国地震动参数区划图编制工作中“GIS信息系统设计专题”的成果。该专题所设计的系统,可充分利用GIS信息技术的各项功能,对编制地震区划图所使用的各种数据从输入、编辑、处理、分析、图形绘制到输出进行系统的、科学的可视化分析与管理。中国地震动参数区划图GIS系统的数据库分为3个子系统1)地震环境及潜在震源区子系统;2)地震动基础资料及衰减关系子系统;3)地震动参数概率计算结果子系统