两种判断月干旱过程的方法在黄河流域的对比研究     

李忆平  王劲松  李耀辉 《冰川冻土》2013,35(4):968-977

利用黄河流域160个气象站1961-2010年逐日综合气象干旱指数(CI)指数, 对比分析两种用逐日CI指数判断月干旱过程的方法. 结果表明: 对重大干旱事件个例来说, 两种方法都能大体描述事件的月干旱过程, 但干旱的强度和范围有所不同. 从干旱发生的范围来看, 两种结果的差别较小, 方法I的识别结果范围更大、更连续, 特别是对青海旱情的判断常常比实际范围大;而方法II的识别结果范围稍小, 大体上能反应干旱的整体范围, 但有时也偶尔会遗漏小部分旱区;从干旱发生的强度来看, 方法I对干旱事实的描述偏轻, 而方法II以重-特旱为主, 与实际情况更相符. 从对黄河流域近50 a月干旱频率的分析结果来看, 两种方法一致表明黄河流域分界线以西的地区常年不容易发生干旱, 而对于分界线以东地区, 两种方法的统计结果有较大差异. 方法I的结果表明, 分界线以东地区干旱的月发生频率较大, 其中, 轻旱的月发生频率最大, 其次为中旱, 而重旱和特旱的发生频率很小;方法II的结果表明, 分界线以东地区干旱的月发生频率在60%~80%左右, 其中重旱的月发生频率最大, 其次为中旱, 轻旱和特旱的发生频率很小. 总体来说, 方法II对黄河流域月干旱情况的评估结果与干旱实际情况更一致.  相似文献   

植被状态指数VCI与几种气象干旱指数的对比——以河南省为例     

沙莎  郭铌  李耀辉  任余龙  李忆平 《冰川冻土》2013,35(4):990-998

使用1982-2006年GIMMS AVHRR NDVI数据集与同期的CI、K、Pa、SPI、Z、PDSI等干旱指数做了对比分析, 讨论了河南省植被状态指数VCI对气象干旱的滞后效应及干旱监测能力. 结果表明: VCI指数与气象干旱指数的相关性受不同下垫面的影响较大, 农地的VCI与气象干旱指数相关性要明显高于林地, 农地VCI与气象干旱指数呈现正相关关系. 在河南省不同的作物生长阶段, VCI对气象干旱有着不同的滞后效应, 其中, 3-5月份冬小麦生长期VCI对气象条件的反应滞后1~3个月, 7、9月份夏玉米生长期VCI对气象条件的反应滞后1月. 总体上看, 结合前期的气象数据, VCI对河南省气象干旱有一定的指示作用和监测能力.  相似文献   

无线射频识别双向认证协议及性能分析     

王拓  万武南  陈运 《成都信息工程学院学报》2013,(6):590-597

针对姚华桢等人提出的射频识别认证协议易遭受读写器ID揭露,中间人攻击和假冒攻击等安全脆弱性,提出一种基于NTRU公钥密码算法的改进双向认证协议,并用GNY逻辑进行了形式化分析.协议不仅具有一次一密的特点,而且在实现双向认证的同时也完成了会话密钥的交换,并将主要的计算放在读写器上,有效降低了服务器的压力;解决了当前协议中存在的位置跟踪,前向安全性等隐私泄漏问题.分析结果表明,该协议不仅能够可抵抗重传,假冒,拒绝服务等多种恶意攻击,而且具有计算复杂度低,通信量小,效率高等特点,适合在低成本标签实现.  相似文献   

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胡坚  雷静雅  汪旭涛  黄江  王岚 《大地测量与地球动力学》2013,33(4):36-38

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杜兰  林丽  王若璞  朱凌凤  刘利 《大地测量与地球动力学》2013,33(5):120-123

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气候变化背景下珠江流域极端洪水事件的变化趋势     

吴志勇  陆桂华  刘志雨  王金星  肖恒 《气候变化研究进展》2012,8(6):403-408

根据1951-2010年珠江流域23个典型断面流量资料,用P-III型分布曲线拟合洪水系列进行频率计算,分析了珠江流域极端洪水事件的变化趋势。结果表明：1980年以来,珠江流域极端洪水事件发生的频次明显增加,尤其是自1990年以来增加趋势显著;1981-2010年较1951-1980年珠江流域约70%典型断面极端洪水事件呈增加趋势,主要分布在西江、北江、粤西;而近30%的典型断面呈减少趋势,主要分布在东江和桂南。  相似文献   

1960—2009年中国冬季区域性极端低温事件的时空特征   总被引：3，自引：0，他引：3  

王晓娟  龚志强  任福民  封国林 《气候变化研究进展》2012,8(1):8-15

采用区域性极端低温事件客观识别技术对1960—2009年的区域性极端低温事件进行检测,并分析其空间分布和时间演变特征。结果表明：区域性极端低温事件指标中最低温度和几何中心纬度的频次分布为双峰特征,发生频次较高的纬度主要位于30°N和42°N附近,且1980年代中期以前南北两个带并存,之后则以30°N附近为主;1960—2009年事件的发生频次、强度和最大覆盖面积等呈总体减弱趋势,在1980年代后期存在显著的转折,1990年代后期变化逐渐趋于平缓,并且这种变化主要是由占总数10%的持续时间长和空间范围广的事件作用的结果。此外,对体现事件多方面影响的综合指标进行等级划分并分析其变化特征。  相似文献   

Inelastic displacement demands in steel structures and their relationship with earthquake frequency content parameters     

C. Málaga‐Chuquitaype  A. Y. Elghazouli 《地震工程与结构动力学》2012,41(5):831-852

This paper deals with the estimation of peak inelastic displacements of SDOF systems, representative of typical steel structures, under constant relative strength scenarios. Mean inelastic deformation demands on bilinear systems (simulating moment resisting frames) are considered as the basis for comparative purposes. Additional SDOF models representing partially‐restrained and concentrically‐braced (CB) frames are introduced and employed to assess the influence of different force‐displacement relationships on peak inelastic displacement ratios. The studies presented in this paper illustrate that the ratio between the overall yield strength and the strength during pinching intervals is the main factor governing the inelastic deformations of partially‐restrained models and leading to significant differences when compared with predictions based on bilinear structures, especially in the short‐period range. It is also shown that the response of CB systems can differ significantly from other pinching models when subjected to low or moderate levels of seismic demand, highlighting the necessity of employing dedicated models for studying the response of CB structures. Particular attention is also given to the influence of a number of scalar parameters that characterise the frequency content of the ground motion on the estimated peak displacement ratios. The relative merits of using the average spectral period T_aver, mean period T_m, predominant period T_g, characteristic period T_c and smoothed spectral predominant period T_o of the earthquake ground motion, are assessed. This paper demonstrates that the predominant period, defined as the period at which the input energy is maximum throughout the period range, is the most suitable frequency content scalar parameter for reducing the variability in displacement estimations. Finally, noniterative equivalent linearisation expressions based on the secant period and equivalent damping ratios are presented and verified for the prediction of peak deformation demands in steel structures. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Nonlocal period parameters of frequency content characterization for near-fault ground motions     

Dixiong Yang  Wei Wang 《地震工程与结构动力学》2012,41(13):1793-1811

This paper focuses on the frequency property analysis of near-fault ground motions with and without distinct pulses, separately from the Chi-Chi and Northridge earthquakes. Ten scalar period parameters of ground motions, especially several nonlocal period parameters, are considered. Two new nonlocal parameters, namely the mean period of Hilbert marginal spectrum (T_mh) and the improved characteristic period (T_gi), are suggested. Moreover, comprehensive comparison and analysis indicate that T_mh, T_gi and T_avg (average spectral period) can distinguish the low-frequency components of near-fault ground motions; T_m (mean period of Fourier amplitude spectrum) and T_o (smoothed spectral predominant period) represent the moderate- and high-frequency components, respectively. The variance coefficient of predominant instantaneous frequency of Hilbert spectrum (H_cov) can be regarded as an alternative index to measure the non-stationary degree of near-fault ground motions. Finally, the velocity pulses and earthquake magnitude remarkably affect the frequency parameters of near-fault ground motions. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Erosional power in the Swiss Alps: characterization of slope failure in the Illgraben   总被引：1，自引：0，他引：1  

G.L. Bennett  P. Molnar  H. Eisenbeiss  B.W. McArdell 《地球表面变化过程与地形》2012,37(15):1627-1640

Landslides and rockfalls are key geomorphic processes in mountain basins. Their quantification and characterization are critical for understanding the processes of slope failure and their contributions to erosion and landscape evolution. We used digital photogrammetry to produce a multi‐temporal record of erosion (1963–2005) of a rock slope at the head of the Illgraben, a very active catchment prone to debris flows in Switzerland. Slope failures affect 70% of the study slope and erode the slope at an average rate of 0.39 ± 0.03 m yr¯¹. The analysis of individual slope failures yielded an inventory of ~2500 failures ranging over 6 orders of magnitude in volume, despite the small slope area and short study period. The slope failures form a characteristic magnitude–frequency distribution with a rollover and a power‐law tail between ~200 m³ and 1.6 × 10⁶ m³ with an exponent of 1.65. Slope failure volume scales with area as a power law with an exponent of 1.1. Both values are low for studies of bedrock landslides and rockfall and result from the highly fractured and weathered state of the quartzitic bedrock. Our data suggest that the magnitude–frequency distribution is the result of two separate slope failure processes. Type (1) failures are frequent, small slides and slumps within the weathered layer of highly fractured rock and loose sediment, and make up the rollover. Type (2) failures are less frequent and larger rockslides and rockfalls within the internal bedded and fractured slope along pre‐determined potential failure surfaces, and make up the power‐law tail. Rockslides and rockfalls of high magnitude and relatively low frequency make up 99% of the total failure volume and are thus responsible for the high erosion rate. They are also significant in the context of landscape evolution as they occur on slopes above 45° and limit the relief of the slope. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献