江西省晚白垩世周田组的再划分     

刘细元  衷存堤  张永忠  许连生  龙天 《华北地质》2004,27(4):217-222

江西自垩纪晚世地层中发育一套湖相细碎屑岩系，前人称之为周田组，一直沿用至今。作者认为前人对该岩石地层单位的定义不够准确或不够贴切。该组并不是“普遍含膏盐层”，而是仅在该组中部发育“膏盐层”，所以，有必要重新厘定；鉴于“膏盐层”的特殊性、且明显区别于组内其余部分岩性，因此，建议将该岩系新建为段级岩石地层单位——“会昌膏盐段”。这对当地乃至华南地区的陆相红盆的研究和地层划分对比、野外地质填图都具有重要意义，对寻找膏盐矿产资源也具有直接的指导作用。  相似文献   

Bio-climatic imprints on a Holocene loess palaeosol from China     

He Xiubin  Tian Junliang  Tang Keli  Sun Jianzhong  John A Matthews 《Journal of Asian Earth Sciences》2004,22(5):455

Micromorphology, heavy minerals, pollen and soil properties were examined in a typical Holocene loess profile in the north of the Loess Plateau, consisting of a palaeosol (locally known as the Ansai palaeosol) underlain by the Malan loess and overlain by modern loess. The palaeosol consists of an upper humus-rich (AB) horizon over a clay-rich (Bt) horizon. The humus-rich horizon is intensely weathered, contains precipitated calcitic material derived from the overlying modern loess, and has both high pollen content and diversity. Clay coatings in the clay-rich horizon indicate formation by eluviation–illuviation of clay. Pedogenetic characteristics and pollen analysis imply that the vegetation during the time of most intensive soil development is likely to have been a warm-temperate forest. A complex interpretation of the loess–palaeosol sequence recognizes several development stages. The phase of soil development, maximum and minimum limiting ages for which are ca. 8800 and 4400 ¹⁴C years BP, involved continuing but reduced loess deposition, and successive Holocene bio-climatic environment overprinted new features on the palaeosol.  相似文献   

Time-Frequency Variations of Plio-Pleistocene Foraminiferal Isotopes： A Case Study from Southern South China Sea     

TianJun WangPinxian ChengXinrong 《中国地质大学学报(英文版)》2004,15(3):283-289

The continuous wavelet transform (CWT) analysis reveals the instantaneous variability of the foraminiferal δ18O and δ13C of Site 1143 for the past 5 Ma at the eccentricity, obliquity and precession bands. The cross CWT analysis further demonstrates nonstationary phases of the benthic -δ18O relative to ETP at the three primary Milankovitch bands in the last 5 Ma. The instantaneous phases between benthic -δ18O and δ13C at the precession band display a prominent 128 ka period, probably the cyclicity of the nonstationary climate close to the eccentricity. To explain these nonstationary phases, it is desirable to introduce a nonlinear response model to the global climate system, in which the output has a prominent cycle around 100 ka to match the 128 ka cycle of the instantaneous phase of the δ13C and -δ18O on the precession band.  相似文献   

不同降水天气系统自然降水特征及火箭人工增雨潜力分析   总被引：4，自引：1，他引：4  

吴志会  段英  张晶  石立新 《气象科技》2005,(Z1)

统计分析了1981~2000年20年中15种降水天气系统影响下河北地区自然降水特征,并对火箭人工增雨的潜力进行了初步分析。统计分析表明:西来槽类、高空低涡类、冷锋、切变线和副高后部等天气系统是影响河北地区的主要降水系统,其降雨量和降雨日数占到了90%以上;不同的天气系统在不同季节对降水的贡献有所不同,其中西来槽类的降雨量和降雨日数均居首位,开展人工增雨催化作业机会最多;夏季降水系统最强,云水资源最为丰富,人工增雨潜力很大,是开展火箭人工增雨催化作业的最佳季节,春秋两季增雨潜力明显比夏季小,冬季最小;倒槽、副高后部、台风低压、高空低涡类和气旋类等系统最强,日降雨量和单位面积降雨量明显比其它系统大,尤其对蓄水型火箭增雨作业十分有利。  相似文献   

焰山、高山--内蒙古阿尔山火山群中的两座活火山   总被引：11，自引：0，他引：11  

白志达  田明中  武法东  徐德兵  李团结 《中国地震》2005,21(1):113-117

阿尔山火山群位于内蒙古自治区东部 ,地处大兴安岭中段西缘 ,地理坐标为 1 2 0°1 4′0 0″～ 1 2 1°1 0′0 0″E ,4 7°1 5′0 0″～ 4 7°4 5′0 0″N。火山构造单元上属大同 -大兴安岭新生代火山活动带 (黄镇国等 ,1 993)。火山活动具多期性 ,可分为上新世、更新世和全新世。火山产物覆盖在侏罗纪火山 -侵入岩之上 ,总体呈北东向展布 ,出露面积约 1 30 0 (km) 2 ,上新世为拉斑玄武岩 ,第四纪主要为碱性橄榄玄武岩。火山作用方式既有岩浆爆破式和溢流式 ,也有射气岩浆喷发。以往区域地质调查 ① ,② 和本次初步考察确定阿尔山火山群由 4…  相似文献   

青西油田碳酸盐岩裂缝性储层地球物理预测技术的应用     

师永民撒利明  陈广城田鑫李虹  王斌婷 《应用地球物理》2005,2(2):119-126

白云岩成岩收缩晶间孔、洞、缝与构造网状缝相互沟通可以组成良好的油气储层，但是这种复杂裂缝—孔隙型储层分布随机性强、发育程度和差异性大，储层预测难度大。本文以中国西部酒泉盆地青西油田下白垩统下沟组湖相白云岩裂缝—孔隙型储层为例，提出地球物理综合预测碳酸盐岩裂缝的方法。本文描述了综合地球物理方法预测碳酸盐岩裂缝储层的实施和应用效果。  相似文献   

Stability and accuracy analysis of the central difference method for real‐time substructure testing     

B. Wu  H. Bao  J. Ou  S. Tian 《地震工程与结构动力学》2005,34(7):705-718

The central difference method (CDM) that is explicit for pseudo‐dynamic testing is also believed to be explicit for real‐time substructure testing (RST). However, to obtain the correct velocity dependent restoring force of the physical substructure being tested, the target velocity is required to be calculated as well as the displacement. The standard CDM provides only explicit target displacement but not explicit target velocity. This paper investigates the required modification of the standard central difference method when applied to RST and analyzes the stability and accuracy of the modified CDM for RST. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

面向信息化的城市规划分析     

王新军  田士超 《中国勘察设计》2005,(9):40-42

本文首先揭示了建设信息化城市的原因所在;在此基础上,分别对如何实现城市信息化以及如何维持信息化城市的可持续发展进行了规划,并且指出,城市规划应当兼顾两者,不可偏废。  相似文献   

Simulation of earthquake-induced hazards of falling exterior non-structural components and its application to emergency shelter design     

Zhen Xu  Xinzheng Lu  Hong Guan  Yuan Tian  Aizhu Ren 《Natural Hazards》2016,80(2):935-950

  相似文献   

A nonstationary extreme value distribution for analysing the cessation of karst spring discharge          下载免费PDF全文

Yan Liu  Yonghong Hao  Yonghui Fan  Tongke Wang  Xueli Huo  Youcun Liu  Tian‐Chyi J. Yeh 《水文研究》2014,28(20):5251-5258

The effects of climate change and population growth in recent decades are leading us to consider their combined and potentially extreme consequences, particularly regarding hydrological processes, which can be modeled using a generalized extreme value (GEV) distribution. Most of the GEV models were based on a stationary assumption for hydrological processes, in contrast to the nonstationary reality due to climate change and human activities. In this paper, we present the nonstationary generalized extreme value (NSGEV) distribution and use it to investigate the risk of Niangziguan Springs discharge decreasing to zero. Rather than assuming the location, scale, and shape parameters to be constant as one might do for a stationary GEV distribution analysis, the NSGEV approach can reflect the dynamic processes by defining the GEV parameters as functions of time. Because most of the GEV model is designed to evaluate maxima (e.g. flooding, represented by positive numbers), and spring discharge cessation is a ?minima’, we deduced an NSGEV model for minima by applying opposite numbers, i.e. negative instead of positive numbers. The results of the model application to Niangziguan Springs showed that the probability of zero discharge at Niangziguan Springs will be 1/80 in 2025, and 1/10 in 2030. After 2025, the rate of decrease in spring discharge will accelerate, and the probability that Niangziguan Springs will cease flowing will dramatically increase. The NSGEV model is a robust method for analysing karst spring discharge. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献