广安市铜锣山背斜三叠纪岩溶热储结构特征及热水成因研究

为探讨广安市铜锣山背斜三叠纪岩溶热储特征、地热水水化学与同位素组成、热储温度及地热水循环机理,采用地热钻探、水化学与同位素取样测试、热水溶质组分图解分析等手段和方法,开展了地热水成因的研究工作。结果表明：研究区三叠纪碳酸盐岩热储结构相对完整,热储盖层、热储层和热储下部隔水层形成独立的地热水文地质单元。岩溶地热水水化学类型主要为SO₄-Ca·Mg和SO₄-Ca型,富含F、Sr、Li、B和SiO₂物质,其水源补给为大气降水,补给区位于铜锣山以北的大巴山一带,深部地热水补给高程大于1 100 m,补给区年均温度为9 ℃。热储温度为56~76 ℃,热水循环深度为2 013~3 030 m。地热水在循环过程中,主要发生碳酸盐岩和蒸发岩溶解、冷热水混合过程,且冷水混入比例大于80%。结合区域地热地质条件,构建了研究区地热水成因概念模型。     

三峡工程运用后坝下游河道泥沙输移变化规律

三峡工程蓄水后"清水"下泄,坝下游河段将会长期处于严重不饱和状态,水流含沙量沿程恢复将会引起坝下游长距离冲刷,本文根据三峡工程蓄水前、后的实测资料分析了坝下游河道泥沙输移变化规律,探索不同粒径组沙量沿程恢复对河床冲刷的影响,得到以下结论:在蓄水初期d≤0.031 mm沙量恢复主要受河床补给与江湖入汇共同的影响,随着水库下泄该粒径组沙量递减,使得各站该粒径组年均输沙量均远小于蓄水前的水平,沙量恢复仍主要受河床补给与江湖入汇的影响,这是造成坝下游河道发生长距离冲刷的主要原因之一;在蓄水初期0.031 mmd≤0.125 mm沙量恢复主要受河床补给的影响,但江湖入汇的影响较大,随着河床补给量逐渐减少,各站该粒径组年均输沙量均小于蓄水前的水平,沙量恢复仍主要受河床补给的影响,江湖入汇的影响逐渐减小,这也是坝下游河道发生长距离冲刷的主要原因之一; d0.125 mm沙量恢复主要受河床补给的影响,蓄水初期该粒径组沙量在宜昌监利河段沿程恢复速率较快,且在监利站达到蓄水前的水平,随着时间推移,在宜昌监利河段沿程恢复且速率仍较快,在监利站达到最大值,其数值逐渐小于蓄水前的水平,这是造成坝下游河道冲刷重点集中在宜昌监利河段的主要原因.     

Statistics on the sizes and internal structures of rainshowers

A large sample of radar reflectivity data from essentially a full summer of operation was analyzed to determine the horizontal extents and internal structure of rain areas observed at altitude levels from 2 to 10 km. Results are given on the size distributions of individual cells or patches defined by reflectivity thresholds approximately 4 dBz apart, on the dependence of mean size on altitude and reflectivity threshold, and on the interior structure of the patches as characterized by the number and sizes of higher-threshold patches contained in each echo. In a more detailed analysis of internal structure, the data were restricted to convective echoes in which certain prescribed reflectivities, ranging from about 30 to 50 dBz, were exceeded. It was found that the dependence of mean quantities, such as patch area, on reflectivity and altitude could be approximately described by simple functions, but that the scatter of observations about the mean was usually large.     

Accurate real‐time hybrid earthquake simulations on large‐scale MDOF steel structure with nonlinear viscous dampers

This paper presents real‐time hybrid earthquake simulation (RTHS) on a large‐scale steel structure with nonlinear viscous dampers. The test structure includes a three‐story, single‐bay moment‐resisting frame (MRF), a three‐story, single‐bay frame with a nonlinear viscous damper and associated bracing in each story (called damped braced frame (DBF)), and gravity load system with associated seismic mass and gravity loads. To achieve the accurate RTHS results presented in this paper, several factors were considered comprehensively: (1) different arrangements of substructures for the RTHS; (2) dynamic characteristics of the test setup; (3) accurate integration of the equations of motion; (4) continuous movement of the servo‐controlled hydraulic actuators; (5) appropriate feedback signals to control the RTHS; and (6) adaptive compensation for potential control errors. Unlike most previous RTHS studies, where the actuator stroke was used as the feedback to control the RTHS, the present study uses the measured displacements of the experimental substructure as the feedback for the RTHS, to enable accurate displacements to be imposed on the experimental substructure. This improvement in approach was needed because of compliance and other dynamic characteristics of the test setup, which will be present in most large‐scale RTHS. RTHS with ground motions at the design basis earthquake and maximum considered earthquake levels were successfully performed, resulting in significant nonlinear response of the test structure, which makes accurate RTHS more challenging. Two phases of RTHS were conducted: in the first phase, the DBF is the experimental substructure, and in the second phase, the DBF together with the MRF is the experimental substructure. The results from the two phases of RTHS are presented and compared with numerical simulation results. An evaluation of the results shows that the RTHS approach used in this study provides a realistic and accurate simulation of the seismic response of a large‐scale structure with rate‐dependent energy dissipating devices. Copyright © 2015 John Wiley & Sons, Ltd.     

两次区域性暴雨过程副高三维结构对比分析

为探讨夏季不同大气环流背景下区域性暴雨过程副高结构特征及其对降水的贡献,利用2005年6-7月降水量和NCEP／NCAR逐日再分析等资料,采用特征指数分析和物理量诊断方法,对比分析了2005年夏季两次区域性暴雨的副高三维结构特征。结果发现,夏季不同的大气环流背景下,两次区域性暴雨过程副高结构性质分别表现为热力性高压脊和动力性高压脊特征,从而导致两次暴雨过程的水汽供应条件和产生强烈上升运动的大尺度背景场存在差异。     

宽甸岩金预测区指示元素的优选

本文介绍了在宽甸无已知金矿床地区岩金预测工作中优选指示元素的思路。依据金矿地球化学理论,参考成矿带内已知金矿地球化学资料初选指示元素作为化学分析项目。化学分析结果出来后,编制地球化学图件时,考虑到减轻图幅负担和编图工作量,突出有用找矿信息,我们利用元素的变异性和致矿系数筛选出具有明显变异性和较高致矿性的元素,在此基础上利用元素间统计相关性和空间相关性,保留与成矿元素Au有明显相关性的元素,作为优选出的指示元素。     

黄土丘陵小流域土地利用结构对土壤水分时空分布的影响

本项研究选择黄土丘陵沟壑区５种典型土地利用结构和７种主要土地利用类型从１９８年５月到１０月鳘吉测定一次土壤水分,探讨了土地利用结构和类型对土壤水分时空分布的影响。研究结果表明,土壤水分年内季节变化呈现出三峰三谷;林地和间作地对土壤水分有滞后作用;垂直梯度变化可归纳为增长型、降低型和波动型。通过分析５种土地利用结构对坡面土壤水分的影响,指出了调整土地利用结构与布局、发展农果间作和培育深根性植物是黄土     

正常椭球内部场的内蕴几何与密度分布

将重力场内蕴几何结构的研究引入到正常椭球内部场的研究中,深入探讨了内蕴几何量及其与内部物理量之间的关系,并据此建立了弱平衡条件下的基本微分方程,进而给出确定椭球内部内蕴几何量与场源密度分布的方法。研究表明,平衡形状理论中的Wavre公式和Clairaut方程可由内蕴几何与内部物理量之间的关系导出,它们是在平衡假设下取椭球近似的结果。     

德兴推覆构造地质特征及与成矿关系

德兴推覆构造是德兴斑岩铜矿和金山金矿的控岩控矿构造。论述了德兴推覆构造的地质特征及控矿意义。建立了以韧性剪切为特征的推覆构造控制金矿和斑岩铜矿的多因复成成矿模式。     

环境中Al13的研究进展

铝的水解反应及其水解聚合铝形态的研究，特别是具有Keggin结构的Al13聚合形态一直是地球化学、环境科学、形态分析以及生物毒理学等众多领域的研究热点之一。综述了近20年来Al13的分析方法、形成和转化机制、影响因素以及动力学方面研究的进展。