海河流域严重干旱500hPa信号场异常信号分析          下载免费PDF全文

严小林  杨扬  黄嘉佑  鲍振鑫 《水文》2013,33(1):27-31

基于严重少雨旬的定义,分析海河流域1961～2009年严重少雨旬的分布特征,进而对汛期40个典型严重少雨旬的500hPa信号场进行经验正交分解(EOF分析).结果表明:EOF第一模态的方差贡献率达到35.3％,远高于其他模态;第一模态呈现出2个负异常区和1个正异常区,在对应的环流背景下,海河流域受暖性高压控制,高纬冷空气及低纬暖湿气流难以到达流域上空交绥,持续高温少雨造成流域严重干旱.  相似文献   

河南省春季气候变化及其对小麦产量构成要素的影响   总被引：4，自引：0，他引：4  

陈怀亮张雪芬  赵国强刘伟昌 余卫东 《河南气象》2006,(1):47-52

目前有关气候变化及其对农作物产量影响的研究较多,而对产量构成要素的影响研究相对较少。本文利用自然正交函数(EOF)分解、相关分析、趋势倾向率分析等方法对河南省近30多年的气候和近20多年的小麦产量构成三要素———穗数、粒数、粒重进行了时空变化特征分析,在此基础上分析了春季气候变化对小麦产量及其构成要素的影响。结果表明:全省春季平均气温、降水量、日照时数变化具有比较好的空间一致性,平均气温呈比较明显的上升趋势,降水呈不太明显的下降趋势,日照呈一定的下降趋势;小麦粒重和产量变化具有较好的空间一致性,而穗数、粒数则具有反位相空间变化特征,穗数、粒重及产量均呈明显的上升趋势,粒数呈抛物线变化趋势,其中1991年后呈明显上升趋势;平均气温的升温变化趋势有利于小麦粒重、穗数和最终产量的提高,但不利于粒数增加;降水变化趋势不利于粒重提高,对其他产量构成要素影响不明显;日照的变化对产量及各构成要素影响不明显。  相似文献   

Estimation of load reduction factors for clay masonry walls     

Francesca da Porto  Manuel Grendene  Claudio Modena 《地震工程与结构动力学》2009,38(10):1155-1174

The in‐plane cyclic behaviour of three types of unreinforced clay masonry was characterized by means of laboratory tests on full‐scale specimens. The masonry walls were assembled with various bonding arrangements (head joints made with mortar pockets, dry head joints with mechanical interlocking, thin‐layer mortar bed joints), which are not yet inserted in seismic codes. Experimental behaviour was modelled with an analytical hysteretic model able to predict lateral load–displacement curves in case of shear failure of the unreinforced walls. According to the experimental results and those of the selected analytical model, parametric study to evaluate the reduction in lateral strength demand produced by non‐linear behaviour in masonry walls, i.e. the load reduction factor was carried out by non‐linear dynamic analyses. The calculated values of the load reduction factor were modest. The differences in values found for the three masonry types, although consistent with them, were not great. This may indicate that, in the ultimate limit state, the type of masonry cannot significantly affect the behaviour of an entire building. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

中国区域水汽输送异常与长江流域旱涝的关系     

蒋兴文  李跃清  王鑫 《地理学报(英文版)》2009,19(2):153-163

The characteristics of water vapor transport (WVT) over China and its relationship with precipitation anomalies in the Yangtze River Basin (YRB) are analyzed by using the upper-air station data in China and ECMWF reanalysis data in summer from 1981 to 2002. The results indicate that the first mode of the vertically integrated WVT is significant whose spatial distribution presents water vapor convergence or divergence in the YRB. When the Western Pacific Subtropical High (WPSH) is strong and shifts southward and westward, the Indian Monsoon Low Pressure (IMLP) is weak, and the northern part of China stands behind the middle and high latitude trough, a large amount of water vapor from the Bay of Bengal (BOB), the South China Sea (SCS) and the western Pacific forms a strong and steady southwest WVT band and meets the strong cold water vapor from northern China in the YRB, thus it is likely to cause flood in the YRB. When WPSH is weak and shifts northward and eastward, IMLP is strong, and there is nearly straight west wind over the middle and high latitude, it is unfavorable for oceanic vapor extending to China and no steady and strong southwest WVT exists in the region south of the YRB. Meanwhile, the cold air from northern China is weak and can hardly be transported to the YRB. This brings on no obvious water vapor convergence, and then less precipitation in the YRB. Foundation: International Technology Cooperation Project of the Ministry of Science and Technology of China, No. 2007DFB20210; Application Technology Research and Development Project of Sichuan Province, No. 2008NG0009; Basic Research Foundation of Institute of Chengdu Plateau, China Meteorological Administration, No.BROP2000802 Author: Jiang Xingwen (1983–), specialized in the study of climate diagnosis.  相似文献   

测井声波时差反演重构技术研究及应用   总被引：2，自引：0，他引：2       下载免费PDF全文

宋维琪  陈伟 《地震地质》2009,31(1):133-140

利用测井声波时差、自然电位和伽玛重构声波时差,分析了以上3种曲线结果对地质体响应方面的机制差异,给出了这些曲线的深度相对移动校正的方法。研究了多条测井曲线去噪的协方差矩阵特征向量滤波方法。在此基础上,利用小波多尺度分解技术进行声波时差曲线重构。在分析这3种测井曲线不同尺度小波分解结果的信号和噪音特点后,利用相邻分解尺度相关滤波技术,对各种曲线的小尺度(高频)分解结果进行滤波处理。为保证重构声波曲线的真实性,深入分析了多曲线、多尺度分解结果的冗余性(相关性)问题;利用特征值技术,对高频多尺度分解分量进行了非相关(正交)分析,最后实现了声波时差曲线的重构,并对重构结果与钻井岩心录井资料进行了对比验证,重构后的声波曲线在区分砂、泥岩性分辨率方面具有明显的提高  相似文献   

Nonlinear seismic soil–pile–structure interactions: Shaking table tests and FEM analyses     

K.T. Chau  C.Y. Shen  X. Guo 《Soil Dynamics and Earthquake Engineering》2009

In this paper, a soil–pile–structure model is tested on a shaking table subject to both a sinusoidal wave and the acceleration time history of the scaled 1940 El Centro earthquake. A medium-size river sand is compacted into a 1.7-m-high laminar rectangular tank to form a loose fill with a relative density of 15%. A single-storey steel structure of 2.54 ton is placed on a concrete pile cap, which is connected to the four end-bearing piles. A very distinct pounding phenomenon between soil and pile is observed; and, the acceleration response of the pile cap can be three times larger than that of the structural response. The pounding is due to the development of a gap separation between soil and pile, and the extraordinary large inertia force suffered at the top of the pile also induces cracking in the pile. To explain this observed phenomenon, nonlinear finite element method (FEM) analyses with a nonlinear gap element have been carried out. The spikes in the acceleration response of the pile cap caused by pounding can be modeled adequately by the FEM analyses. The present results suggest that one of the probable causes of pile damages is due to seismic pounding between the laterally compressed soil and the pile near the pile cap level.  相似文献   

EOF-CCA模型在山东季降水预测中的应用   总被引：4，自引：1，他引：3  

胡桂芳  张苏平  谢考宪 《气象》2000,26(7):12-16

首先介绍了ＥＯＦ－ＣＣＡ模型的基本原理及建模步骤,阐明了经验正交函数分解（ＥＯＦ）和典型相关分析（ＣＣＡ）两种统计方法在短期气候预测应用中结合的必然性及优越性,并指出该模型可由一个气候场或多个气候场去预报另一个气候场。然后以山东１３站的报隆水量场为预报场,分别以前期整个北半球和东亚区域的５００ｈＰａ月平均们势高场为因子场,建立了位势高度场的前１３个主分量场与季降水场之间的ＥＯＦ－ＣＣＡ模型,最后对  相似文献   

青藏高原西部改则地区大气边界层特征   总被引：32，自引：5，他引：27  

李家伦  洪钟祥  孙菽芬 《大气科学》2000,24(3):301-312

利用第二次青藏高原大气科学考察试验（TIPEX）改则站大气边界层物理观测资料,着重揭示了该地区边界层结构的观测事实,尤其是近地层风、温、湿特征和土壤温、湿特征。主要结果如下:（1）边界层内风速随高度呈多极值分布,即使在白天混合层内,空气上下混合也较差;（2）边界层内白天温度递减率较大,可达到1.6 ℃/100 m;（3）白天,边界层常出现逆湿现象。  相似文献   

黄河流域上游降水时空结构特征   总被引：23，自引：2，他引：21  

杨志峰  李春晖 《地理科学进展》2004,23(2):27-33

黄河兰州以上区域水资源量占黄河流域水资源的一半以上,研究黄河上游兰州以上区域降水时空结构变化具有重要意义。本文利用黄河兰州以上19个降水站点1959~1998年系列数据,采用EOF技术分析了黄河上游降水的时空结构特征与变化。结果表明：黄河上游兰州以上区域降水存在四种典型降水类型,即“全部一致型”、“南北型”、“东西型”和“相间复杂型”。但第一特征向量为主导,其时间变化系数与年降水量基本一致,说明黄河流域兰州以上降水主要受青藏高原大尺度气候影响,具有降水偏多（少）一致性特征。从时间尺度上降水有减少的趋势;并伴随3、6、和11年的周期变化,而且在1986和1991年发生突变。  相似文献   

公路桥涵台背回填稳定性极限分析上限解   总被引：3，自引：0，他引：3  

葛折圣  葛折贵  黄晓明 《岩土力学》2004,25(12):2007-2012

运用塑性力学极限分析的上限定理,分析公路桥涵台背回填的稳定性问题。首先,由模型试验和数值分析结果确定回填区和地基的滑动模式;其次,根据位移协调条件建立滑动体的速度场,并计算各滑动楔块的位移速度;最后,运用虚功原理和优化算法寻找最不利滑动面位置,计算不同回填材料的土压力或临界填筑高度。研究发现：地基与回填材料的强度、性能以及加筋条件对台背回填稳定性的影响都非常显著。结果表明：增加地基与回填材料的强度,采用轻质回填材料,减小加筋间距和增加筋材强度,都有利于提高台背回填材料的稳定性。  相似文献