松辽盆地徐家围子断陷深层异常高孔带分布特征与成因分析

为了解松辽盆地低孔低渗背景下优质储集层的形成和分布,文中应用岩心实测孔隙度、测井孔隙 度以及铸体薄片等资料,研究了松辽盆地徐家围子断陷异常高孔带的分布特征及其成因。结果表明,松辽盆地 北部纵向上发育3个异常高孔带（ⅰ-ⅲ）, 其深度分布范围分别为600~2350m、2500~3500m、3600~4400m,对应的孔隙度分别为12%~35%,6%~28%,5%~20%。第ⅰ高孔带主要发育在中浅层, 主要由Ⅰ、 Ⅱ型干酪根形成的有机酸溶蚀砂岩储集层形成;第ⅱ、ⅲ异常高孔带发育在深层,主要由Ⅲ型干酪根产生的大 量有机酸溶蚀砂砾岩储集层和火山岩储集层形成,大气水淋滤作用也有一定贡献。此外,裂缝和岩相对徐家围 子断陷深层异常高孔带的形成具有特别重要的意义。     

1998年广东区域地质调查主要成果

为实施原地质矿产部提出的第二轮填图计划,1998年广东省开展了1:25万和1:5万两种区域地质调查.     

Three‐dimensional Evolutionary Models of the Qiongxi Structures,Southwestern Sichuan Basin,China: Evidence from Seismic Interpretation and Geomorphology

Fold terminations are key features in the study of compressional fault-related folds. Such terminations could be due to loss of displacement on the thrust fault or/and forming a lateral or oblique ramp. Thus, high-quality seismic data would help unambiguously define which mechanism should be responsible for the termination of a given fault-related fold. The Qiongxi and Qiongxinan structures in the Sichuan Basin, China are examples of natural fault-propagation folds that possess a northern termination and a structural saddle between them. The folds/fault geometry and along-strike displacement variations are constrained by the industry 3-D seismic volume. We interpret that the plunge of the fold near the northern termination and the structural saddle are due to the loss of displacement along strike. The fault geometry associated with the northern termination changes from a flat-ramp at the crest of the Qiongxinan structure, where displacement is the greatest, to simply a ramp near the northern tip of the Qiongxi structure, without forming a lateral or oblique ramp. In this study, we also use the drainage pattern, embryonic structure preserved in the crest of the Qiongxinan structure and the assumption that displacement along a fault is proportional to the duration of thrusting to propose a model for the lateral propagation of the Qiongxinan and Qiongxi structures. Specifically, we suggest that the structure first initiated as an isolated fault ramp within brittle units. With increased shortening, the fault grows to link with lower detachments in weaker shale units to create a hybridized fault-propagation fold. Our model suggests a possible explanation for the lateral propagation history of the Qiongxinan and Qiongxi structures, and also provides an alternative approach to confirming the activity of the previous Pingluoba structure in the southwestern Sichuan Basin in the late Cenozoic.     

基于CWRF的中国近海热带气旋集合模拟及其对物理参数化方案的敏感性研究

为评估CWRF模式的降尺度能力和其热带气旋模拟对物理参数化方案的敏感性,本文利用ERI再分析资料驱动CWRF在30km网格上对1982-2016年中国近海热带气旋开展了一次集合模拟.结果表明:CWRF与ERI均能模拟出热带气旋的季节变化和年际变化形势且均存在低估,但相较ERI,CWRF的降尺度技术和集合模拟可以再现更多...     

Towards multiple hazard resilient bridges: a methodology for modeling frequent and infrequent time-varying loads Part I, Comprehensive reliability and partial failure probabilities

The current AASHTO load and resistance factor design (LRFD) guidelines are formulated based on bridge reliability,which interprets traditional design safety factors into more rigorously deduced factors based on the theory of probability.This is a major advancement in bridge design specifications.However,LRFD is only calibrated for dead and live loads.In cases when extreme loads are significant,they need to be individually assessed.Combining regular loads with extreme loads has been a major challenge,mainly because the extreme loads are time variables and cannot be directly combined with time invariant loads to formulate the probability of structural failure.To overcome these difficulties,this paper suggests a methodology of comprehensive reliability,by introducing the concept of partial failure probability to separate the loads so that each individual load combination under a certain condition can be approximated as time invariant.Based on these conditions,the extreme loads (also referred to as multiple hazard or MH loads) can be broken down into single effects.In Part Ⅱ of this paper,a further breakdown of these conditional occurrence probabilities into pure conditions is discussed by using a live truck and earthquake loads on a bridge as an example.There are three major steps in establishing load factors from MH load distributions:(1) formulate the failure probabilities;(2) normalize various load distributions;and (3) establish design limit state equations.This paper describes the formulation of the failure probabilities of single and combined loads.     

Coral recruitment to the reefs of Eilat, Red Sea: temporal and spatial variation, and possible effects of anthropogenic disturbances

The accelerating deterioration of the coral reefs of Eilat has raised debate over the exact causes and how they affect the reefs. The hypothesis of the present study was that a low recruitment rate of reef-building coral species may play an important role in the decline of the Eilat reefs. Our goal was to assess spatial and temporal recruitment patterns in Eilat, focusing on examining the possible impact of human activities. The results of coral recruitment to 10 series of ceramic tiles on metal racks, revealed very low overall recruitment relative to other geographical regions. In addition, we found that recruitment rates and recruit survival were lowest at sites closest to the major eutrophication sources in Eilat. The low recruitment rates may be chronically too low to compensate for the elevated coral mortality rates of recent years. The significant differences between the present study and a similar study carried out during the same period using a different method, emphasize the crucial need for a standardized method for recruitment assessment in coral reefs worldwide.     

基于GIS技术的地质灾害风险分析系统研究

地质灾害的社会经济属性决定了对其规律的研究应有别于传统的工程地质学研究 ,从社会属性方面来分析地质灾害具有更大的社会经济效益。地质灾害的危险性和受威胁对象的易损性是控制地质灾害风险评价的基本条件 ,对这两者的分析评价称作地质灾害危险性评价和社会经济易损性评价。GIS技术支持下的地质灾害风险分析代表着地质灾害研究领域的一个重要发展方向。经过多年研究 ,作者开发出了基于商业GIS软件的区域地质灾害风险分析系统 (RiskAnly)。本文介绍了该系统的设计思路、基本结构和工作过程 ,并利用此系统对我国全国范围的滑坡灾害进行了危险性分析、区域社会经济易损性分析和最终的风险评估。     

我国核电厂设计中考虑的自然灾害综述与建议

我国是目前世界在建核电机组最多的国家,总装机容量世界第三,是名副其实的核大国,核安全是国家安全的重要内容,被提到了前所未有的高度。同时,我国也是世界上自然灾害最严重的国家之一,包括核电厂在内的重大工程建设高度重视自然灾害防御设计。日本311地震海啸引起福岛核事故后,核电厂设计中增强了对超设计基准自然灾害的考虑。本文对核电厂防御自然灾害的必要性、核电厂设计中需考虑的自然灾害及国内外核电厂关于防御自然灾害存在的问题进行研究,提出我国核电厂防御自然灾害的建议。     

孤立金属尖端的电晕触发阈值

为了得到金属尖端在发生电晕放电时尖端处的电场强度,该文首先采用实验室实验得到不同高度、不同形状、不同材质的金属尖端发生电晕放电时的环境电场阈值;再采用有限元法计算二维泊松方程,得到尖端处电晕触发阈值,由此得出以下结论:环境电场阈值随金属尖端高度的增大基本呈线性减小趋势,随着尖端越来越尖,环境电场阈值呈先减小后增大的变化趋势;高度、形状对金属物尖端处电晕触发阈值无影响,尖端处电晕阈值为定值;给出尖端处电晕触发阈值为158.75 kV·m-1与空间分辨率的拟合公式,可为今后电晕放电数值模拟中判断电晕放电的起始时刻提供参考。     

Convection-permitting regional climate simulation of warm-season precipitation over Eastern China

Climate Dynamics - Convection-permitting regional climate models have been shown to improve precipitation simulation in many aspects, such as the diurnal cycle, precipitation frequency, intensity...