贵州平坝榜上煤矿矿山环境影响分区研究

为准确划定矿山环境影响范围,有效地开展矿山环境保护与综合治理,促进矿山可持续发展,本文在详细分析贵州平坝榜上煤矿矿山环境现状存在问题的基础上,运用采掘活动过程中的安全开采深度、移动角、边界角和地下水均衡原理等理论．系统地分析和计算了榜上煤矿矿山环境影响的几类不同范围：利用上山移动角确定地质灾害危险性大区,采用边界角确定井下开采影响范围,运用“大井法”圈出疏排水影响范围。依据矿山环境问题类型影响程度．相应地划分为严重区、较严重区和较轻区等3类,并给出具体量化指标。     

不同流体性质储集层的混沌特性提取及测井解释

从非线性混沌理论的角度对储层测井信号进行分析以及特征提取,避开以往测井信号分类特征基于线性理论的传统做法。目的是寻求不同流体性质储集层(油层、水层和干层)与其测井信号的混沌特征之间联系,希望为不同流体储集层提供一种新颖的测井解释方法。首先分析测井信号的混沌机理,之后对测井信号分别进行预处理和非平稳分析。在此基础上,对实际测井数据进行混沌特征的提取,如关联维数、最大Lyapunov指数和近似熵的提取及分析。研究结果表明,不同流体储集层的混沌特征参量数值大小存在明显差异。因此,在对测井信号提取混沌特征参量值之后,可根据参量值所处区间范围对储集层的不同流体性质进行解释。     

层序古地理背景下河南省二_1煤聚集规律研究

对河南省晚石炭世-早二叠世含煤岩系(太原组中部碎屑岩段、上部灰岩段和山西组二1煤层段、大占砂岩段)进行层序分析,共识别出以胡石砂岩底面、二1煤底面、大占砂岩底面和香炭砂岩底面为代表的4个层序界面,将该层段含煤岩系划分为3个三级层序。通过对层序S1和层序S3岩相古地理图和二1煤厚度等值线图耦合分析发现,障壁岛-潟湖沉积环境为二1煤的聚集提供一个较好的前期环境,分流间湾沉积环境为二1煤的保存提供一个较好的后期环境,而分流河道对二1煤的保存起到了破坏性的作用。     

Short-term Earthquake Prediction in the Sichuan-Yunnan Region Using the Method of Modulated Earthquakes

By scanning modulated or un-modulated earthquakes spatio-temporally in the region of Sichuan-Yunnan,short-term non-stationary seismic precursory patterns were extracted with significant difference and the characteristic of non-stationary short-term seismic anomalies were analyzed as well as prediction efficiency of modulated small earthquakes before a strong earthquake. Besides,small earthquake modulation ratios near the region of the epicenter were calculated and sorted by time. The results indicated that there were significant effects using the modulated earthquake method to predict earthquakes greater than MS6. 0 in a short time. Before the MS8. 0 Wenchuan earthquake,there were obvious short-term precursory seismicity gap patterns of modulated small earthquakes.     

安徽地区地磁转换函数变化与地震的关系

利用安徽省地磁台站2007-2009年数字化观测资料,应用地磁转换函数方法,对华东地区ML4.0以上地震进行对应关系研究,发现不同台站、不同周期的转换函数参量与安徽及邻近地区地震存在一定的对应关系,为今后数据研究提供参考.     

安徽省地电阻率台址电性结构特征参数的初步分析

依据电测深资料,计算研究安徽省合肥、肥东、蒙城3个地电阻率台站的电性结构特征参数:干扰系数α、γ和异常系数β.讨论不同电性结构、不同极距、不同测线下特征参数的变化速率及相互之间的比例关系.研究结果表明,特征参数可以直观反映台址不同极距下的抑制干扰能力和映震能力,并对提升观测效能具有一定的指导意义.     

A fundamental procedure and calculation formula for evaluating gravel liquefaction

Field investigations following the 2008 Ms8.0 Wenchuan earthquake identified 118 liquefaction sites, most of which are underlain by gravelly sediment in the Chengdu Plain and adjacent Mianyang area, in the Sichuan Province. Gravel sediment in the Sichuan province is widely distributed; hence it is necessary to develop a method for prediction and evaluation of gravel liquefaction behavior. Based on liquefaction investigation data and in-situ testing, and with reference to existing procedures for sandy soil liquefaction evaluation, a fundamental procedure for gravel liquefaction evaluation using dynamic penetration tests (DPT) is proposed along with a corresponding model and calculation formula. The procedure contains two stages, i.e., pre-determination and re-determination. Pre-determination excludes impossible liquefiable or non-liquefiable soils, and re-determination explores a DPT-based critical N120 blows calculation model. Pre-determination includes three criteria, i.e., geological age, gravel contents, gravel sediment depths and water tables. The re-determination model consists of five parameters, i.e., DPT reference values, gravel contents, gravel sediment depths, water tables and seismic intensities. A normalization method is used for DPT reference values and an optimization method is used for the gravel sediment depth coefficient and water table coefficient. The gravel liquefaction evaluation method proposed herein is simple and takes most influencing factors on gravel sediment liquefaction into account.     

Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses

In order to further improve the seismic performance of RC shear walls, a new composite shear wall with concrete filled steel tube (CFT) columns and concealed steel trusses is proposed. This new shear wall is a double composite shear wall; the first composite being the use of three different force systems, CFT, steel truss and shear wall, and the second the use of two different materials, steel and concrete. Three 1/5 scaled experimental specimens: a traditional RC shear wall, a shear wall with CFT columns, and a shear wall with CFT columns and concealed steel trusses, were tested under cyclic loading and the seismic performance indices of the shear walls were comparatively analyzed. Based on the data from these experiments, a thorough elastic-plastic finite element analysis and parametric analysis of the new shear walls were carried out using ABAQUS software. The finite element results of deformation, stress distribution, and the evolution of cracks in each phase were compared with the experimental results and showed good agreement. A mechanical model was also established for calculating the load-carrying capacity of the new composite shear walls. The results show that this new type of shear wall has improved seismic performance over the other two types of shear walls tested.     

黄土高原山地城市延安的热岛效应

利用延安城市站与延长农村站1969—2008年气温资料,分析了热岛效应对延安气温的影响。结果表明:延安城市发展对年平均气温的影响可分为三个阶段,1992年以前,延安站温度未受影响,1993—2002年,城市影响较轻,年平均气温的热岛效应增温贡献率为38.1%,2003年以后,热岛效应明显,增温在1℃以上,与大城市的热岛增温接近。热岛效应增温对四季温度的影响基本一致,热岛效应增温与自然增温贡献率相等。城市热岛效应对最低气温的影响开始时间早,影响程度高,对年平均最高气温基本无影响。受热岛效应影响,不但提高了城市的温度同时也改变城市的增温率,使得城市气温增温率加大。     

一次东风波暴雨过程诊断分析

利用常规气象资料和NCEP 1°×1°再分析资料,结合自动站加密资料对2009年9月29日20:00至10月1日20:00发生在浙江东部沿海的一次东风波暴雨过程进行了分析.结果发现:0916号台风"凯萨娜"外围环流为此次东风波的形成提供了扰动作用,副热带高压的加强使得低层形成了明显的东南急流,为暴雨或强降水的发生提供了...