青海南部高原近450年来春季最高气温序列及其时变特征   总被引：18，自引：9，他引：9       下载免费PDF全文

靳立亚  秦宁生  勾晓华  陈发虎  李静 《第四纪研究》2005,25(2):193-201

根据采自青海南部高原曲麻莱、治多地区的圆柏树轮样芯建立的树木年轮年表,重建了近450年来高原春季（4～6月）的最高气温序列。采用多窗谱分析、小波分析和Yamamoto突变检测分析等方法综合研究了重建的高原春季最高气温序列的准周期性及多尺度突变特征。结果显示,青海南部高原地区春季最高气温的变化存在较明显的31～54年低频和2～4年高频准周期波动特征。在30～54年时间尺度上,青海南部高原春季最高气温变化经历了1622～1639年、1798～1816年、1896～1913年和1933～1951年的偏冷期以及1684～1703年、1779～1797年、1817～1835年和1914～1932年的偏暖期。分析还发现,青南高原地区春季最高气温在冷暖期的转换过程中存在着较明显突变现象,在30～40年时间尺度上,T_m序列在1610年、1668年、1816年、1915年和1934年前后的突变是明显的。交叉相关分析显示,在滞后7.5年左右,青海南部高原春季最高气温波动与太阳黑子周期长度的变化呈显著负相关。  相似文献   

松辽盆地长岭断陷中基性火山岩的时代与其成因     

温升福  刘曼丽  刘玮  李瑞磊  苟军  武鹏飞  王天豪  柳小明  孙德有 《吉林大学学报(地球科学版)》2013,43(6):1762

锆石U-Pb定年结果显示,松辽盆地长岭断陷松南180井中基性火山岩形成于101～116 Ma的早白垩世晚期,属于营城组,非火石岭组火山岩。岩相学观察主要由安山岩和橄榄玄武岩组成,化学成分显示为玄武岩、粗面玄武岩和玄武质粗面安山岩,属碱性系列,镁质量分数较低,镁值较小（Mg^#=0.27~0.53）。稀土元素总量较高（w（∑REE）=（164.98~257.27）×10^-6）,轻重稀土分馏明显（（La/Yb）_N=6.60~10.96）,铕异常微弱（δEu=0.85~1.02）。富集大离子亲石元素和轻稀土元素, Rb,K 相对亏损,相容元素（Cr、Co、Ni）质量分数低,高场强元素Nb、Ta弱富集,整体表现出与 OIB(洋岛玄武岩)一致的稀土图谱和微量元素特征。岩浆源区为软流圈地幔,经历了深部地幔流体的交代富集作用,岩浆未遭受地壳物质的混染。  相似文献   

Wave Propagation Modeling and Amplitude-Variation-with-Offset Response in a Fractured Coalbed     

Qing-Xi Lin  Su-Ping Peng  Wen-Feng Du  Su-Zhen Shi  Jing-Wei Gou 《Acta Geophysica》2015,63(3):815-842

Coalbed methane can be detected employing the amplitudevariation-with-offset technique. However, there are two issues in applying this technique to a coalbed: strong azimuthal anisotropy resulting from high-density fractures, and the seismic response being composed of many or several individual reflections within the coalbed. To overcome these difficulties, we present an exact solution for reflections in extensive dilatancy anisotropy media. First, we build a three-layer model and simulate the wave propagation in this model. Then we derive an exact P- and converted S-wave reflection coefficient equation based on boundary conditions. Finally, substituting given model parameters into the exact equation, we obtain the variation in the reflection coefficient with incidence angle. The results show that the fracture factors, wavelet frequency and thickness of the coalbed have different effects on the reflection coefficient. Furthermore, we create a synthetic seismogram by forward calculation, and the result fits well with results of the exact equation.  相似文献   

珲春小西南岔白垩纪花岗岩的地球化学及岩浆源区特征     

付长亮  孙德有  魏红艳  苟军 《吉林大学学报(地球科学版)》2015,45(5):1436-1446

珲春小西南岔地区白垩纪花岗岩主要有英云闪长岩和花岗闪长岩两种类型。英云闪长岩属于中钾钙碱性系列(Na₂O/K₂O=1.99~2.76),具有高Al₂O₃(15.46%~17.13%)、Sr(559×10^-6~731×10^-6)、Sr/Y(40~78)、La/Yb(16~21),低Y(9×10^-6~14×10^-6)、Yb(0.8×10^-6~1.3×10^-6)的特征,与埃达克质岩石地球化学特征类似。花岗闪长岩为高钾钙碱性系列,Na₂O/K₂O=1.01~1.56,w(Sr)=312×10^-6~410×10^-6、w(Yb)=1.23×10^-6~2.13×10^-6、Sr/Y=13~32,属正常的高钾钙碱性花岗岩。两类花岗岩的源区均为玄武质下地壳物质,英云闪长质岩浆形成压力较高(> 1.0 GPa),深度大于33 km,花岗闪长质岩浆形成压力相对较低(0.8~1.0 GPa),岩浆来源深度为26~33 km。  相似文献   

Numerical simulation of bubble plumes and an analysis of their seismic attributes     

Canping Li  Limin Gou  Jiachun You 《中国海洋大学学报(英文版)》2017,16(2):223-232

To study the bubble plume’s seismic response characteristics, the model of a plume water body has been built in this article using the bubble-contained medium acoustic velocity model and the stochastic medium theory based on an analysis of both the acoustic characteristics of a bubble-contained water body and the actual features of a plume. The finite difference method is used for forward modelling, and the single-shot seismic record exhibits the characteristics of a scattered wave field generated by a plume. A meaningful conclusion is obtained by extracting seismic attributes from the pre-stack shot gather record of a plume. The values of the amplitude-related seismic attributes increase greatly as the bubble content goes up, and changes in bubble radius will not cause seismic attributes to change, which is primarily observed because the bubble content has a strong impact on the plume’s acoustic velocity, while the bubble radius has a weak impact on the acoustic velocity. The above conclusion provides a theoretical reference for identifying hydrate plumes using seismic methods and contributes to further study on hydrate decomposition and migration, as well as on distribution of the methane bubble in seawater.  相似文献   

SCALES: a large‐scale assessment model of soil erosion hazard in Basse‐Normandie (northern‐western France)     

P. Le Gouée  D. Delahaye  M. Bermond  M. Marie  J. Douvinet  V. Viel 《地球表面变化过程与地形》2010,35(8):887-901

The cartography of erosion risk is mainly based on the development of models, which evaluate in a qualitative and quantitative manner the physical reproduction of the erosion processes (CORINE, EHU, INRA). These models are mainly semi‐quantitative but can be physically based and spatially distributed (the Pan‐European Soil Erosion Risk Assessment, PESERA). They are characterized by their simplicity and their applicability potential at large temporal and spatial scales. In developing our model SCALES (Spatialisation d'éChelle fine de l'ALéa Erosion des Sols/large‐scale assessment and mapping model of soil erosion hazard), we had in mind several objectives: (1) to map soil erosion at a regional scale with the guarantee of a large accuracy on the local level, (2) to envisage an applicability of the model in European oceanic areas, (3) to focus the erosion hazard estimation on the level of source areas (on‐site erosion), which are the agricultural parcels, (4) to take into account the weight of the temporality of agricultural practices (land‐use concept). Because of these objectives, the nature of variables, which characterize the erosion factors and because of its structure, SCALES differs from other models. Tested in Basse‐Normandie (Calvados 5500 km²) SCALES reveals a strong predisposition of the study area to the soil erosion which should require to be expressed in a wet year. Apart from an internal validation, we tried an intermediate one by comparing our results with those from INRA and PESERA. It appeared that these models under estimate medium erosion levels and differ in the spatial localization of areas with the highest erosion risks. SCALES underlines here the limitations in the use of pedo‐transfer functions and the interpolation of input data with a low resolution. One must not forget however that these models are mainly focused on an interregional comparative approach. Therefore the comparison of SCALES data with those of the INRA and PESERA models cannot result on a convincing validation of our model. For the moment the validation is based on the opinion of local experts, who agree with the qualitative indications delivered by our cartography. An external validation of SCALES is foreseen, which will be based on a thorough inventory of erosion signals in areas with different hazard levels. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

农业对气候变化的脆弱性   总被引：5，自引：0，他引：5       下载免费PDF全文

陶生才  许吟隆  刘珂  潘婕  苟诗薇 《气候变化研究进展》2011,7(2):143-148

随着对气候变化研究的不断深入,气候变化脆弱性问题也得到了更多的关注。相对于水资源、森林等其他自然生态系统,农业受气候变化的影响最大,科学地评价其对气候变化的脆弱性,对于制定合理有效的适应对策具有重要意义。从气候变化脆弱性与农业对气候变化脆弱性的定义、研究内容和评价方法等角度综述了研究进展,在此基础上分析了目前该领域存在的问题,包括情景应用、方法和不确定性等方面,并展望了未来脆弱性评价的发展方向。  相似文献   

鄂西南一次早春强对流过程的多源资料分析     

杜牧云  赵娴婷  周伶俐  杜九三  苟阿宁  崔春光  肖艳姣 《湖北气象》2022,41(2):174-183

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贵州省2020年5月极端性高温事件研究          下载免费PDF全文

莫乙冬  苟杨  唐红忠  潘启学 《中低纬山地气象》2023,47(4):65-69

2020年5月贵州省出现极端高温天气事件,本文利用贵州省84个气象观测站日平均气温和最高气温资料、美国气象环境预报中心的逐日再分析高度场资料以及美国海洋大气管理局的日平均海表面温度（SST）资料,利用超前滞后相关等方法对贵州省2020年5月“极端性高温事件”进行研究。得出如下结论：（1）2020年5月贵州省约有29%的站点极端日最高气温超过了1981年以来的历史极值,约58%的站点突破1981年以来5月同期历史极值,西太平洋副热带高压显示为异常西扩加强的态势,同时伴随南亚高压东伸增强,两个高压在不同高度上的配合导致深厚高压的异常出现,是此次贵州极端性高温事件发生的重要因素。（2） 2020年5月在欧亚大陆中高纬对流层上层有明显的Rossby波列结构,有利于贵州极端性高温事件出现。（3）热带西大西洋SST在月尺度内异常阶段性增暖,可作为贵州省极端性高温天气发生的重要前期信号,并且增暖过程比高温事件提前约14天,具有一定的前期指示意义。  相似文献   

Recalibration and Clarification of the Formula Applied to the ISRM-Suggested CCNBD Specimens for Testing Rock Fracture Toughness   总被引：1，自引：1，他引：0  

Q. Z. Wang  H. Fan  X. P. Gou  S. Zhang 《Rock Mechanics and Rock Engineering》2013,46(2):303-313

The cracked chevron-notched Brazilian disc (CCNBD) was proposed by the International Society for Rock Mechanics (ISRM) to test the mode I (opening mode) fracture toughness of rock. The test method has been vigorously discussed and debated, despite being the subject of intensive research for decades. The minimum (critical) dimensionless stress intensity factors affiliated with the formula for calculating the fracture toughness using CCNBD specimens with different geometric parameters remain elusive and complex. The matter cannot be resolved by simply replacing the diameter in the original formula with the radius, as claimed by several authors. In this paper, the formula is fundamentally improved, as wide-ranging minimum dimensionless stress intensity factors pertaining to diversified CCNBD geometries are recalibrated by three-dimensional finite element analysis, and an expression with tabulated coefficients is obtained through curve-fitting the data obtained from the numerical calibration. The present results are shown to be more accurate than those in the literature. Furthermore, the importance of the reasonability of the results is highlighted; a comprehensive comparison of different values shows that the upper bounds of minimum stress intensity factors are violated by the above claim. The confusion resulting from the claim is, thus, clarified conclusively.  相似文献