A solution of the elastodynamic equation in an anelastic earth model     

David Al-Attar 《Geophysical Journal International》2007,171(2):755-760

A formal solution to the elastodynamic equation in an anelastic earth model is presented. The derivation also incorporates the effects of aspherical structure, rotation, self-gravitation, and pre-stress. It is found that the solution can be expressed as a sum of the normal modes of the earth model along with additional terms accounting for anelastic relaxation processes. However, the derivation does not assume that such an eigenfunction expansion is possible, and so avoids difficulties previously encountered due to the non self-adjointness of the problem.  相似文献   

中国气温变化的两个基本模态的诊断和模拟研究   总被引：11，自引：0，他引：11  

濮冰  闻新宇  王绍武  朱锦红 《地球科学进展》2007,22(5):456-467

我国地域辽阔，气候复杂多变，在全球变暖的背景下研究中国近百年来的气温变化具有重要的意义。为此我们重建了中国东部71个站1880—2004年四季气温距平序列。通过EOF分析发现了中国气温变化的2种最基本的模态：东部一致变化和关内关外相反变化。这2种模态不随季节变化，而且在不同时期也是稳定的。通过研究这2种模态与变暖趋势的关系发现，20世纪80年代以来的变暖主要是由于第一模态在该时期持续的正位相增强造成的；而20世纪20~40年代的变暖主要是由于第二模态所呈现的正位相所造成的。此外，我们检验了这2种模态在大气环流模式（CAM）中的表现。结果表明：121年（模式中1880—2000年）的集合模拟在一定程度上可以重现第一模态的变化，而第二模态则仅在冬季表现明显。最后，以冬季为例，利用1880—2004年重建及观测的500 hPa高度场资料，通过合成分析进一步研究了这2种模态的环流机制：第一模态正位相对应纬向环流增强，表现在地面气温分布上为东部一致变暖。而负位相则对应东亚大槽加深，东部地区一致变冷。第二模态正位相对应的环流分布则为从东亚北部到阿留申为负距平，东亚到北太平洋中纬度为正距平；对应地面气温分布为关内变暖关外变冷。负位相时环流分布基本相反。这样的环流机制得到了模式研究的支持。  相似文献   

枣庄岩溶塌陷形成条件及主要影响因素     

武雄  高明显  张顺峰  孙燕冬  管清花  吴海燕 《地学前缘》2007,14(6):227-233

近年来枣庄市岩溶塌陷频繁发生。通过野外地质调查、现场采样和室内试验相结合的综合手段,对该区的岩溶塌陷覆盖层进行系统地取样并进行深入细致的实验及分析,论述了覆盖层特征对该区岩溶塌陷的影响;运用宏观调查、细观测量和微观分析相结合的研究方法详细论述了地质构造对岩溶塌陷的影响;结合历年水文动态资料、地下水开采量等论述了地下水活动对岩溶塌陷影响。综合认为,地层岩性、覆盖层性质、构造因素是枣庄岩溶塌陷频繁发生的内因,而超量开采地下水则是外部诱发因素。  相似文献   

Time–frequency representation of earthquake accelerograms and inelastic structural response records using the adaptive chirplet decomposition and empirical mode decomposition     

P.D. Spanos  A. Giaralis  N.P. Politis 《Soil Dynamics and Earthquake Engineering》2007,27(7):675-689

In this paper, the adaptive chirplet decomposition combined with the Wigner-Ville transform and the empirical mode decomposition combined with the Hilbert transform are employed to process various non-stationary signals (strong ground motions and structural responses). The efficacy of these two adaptive techniques for capturing the temporal evolution of the frequency content of specific seismic signals is assessed. In this respect, two near-field and two far-field seismic accelerograms are analyzed. Further, a similar analysis is performed for records pertaining to the response of a 20-story steel frame benchmark building excited by one of the four accelerograms scaled by appropriate factors to simulate undamaged and severely damaged conditions for the structure. It is shown that the derived joint time–frequency representations of the response time histories capture quite effectively the influence of non-linearity on the variation of the effective natural frequencies of a structural system during the evolution of a seismic event; in this context, tracing the mean instantaneous frequency of records of critical structural responses is adopted.The study suggests, overall, that the aforementioned techniques are quite viable tools for detecting and monitoring damage to constructed facilities exposed to seismic excitations.  相似文献   

山东泰安岩溶水系统地下水化学环境演化   总被引：9，自引：3，他引：9  

马振民  刘立才  陈鸿汉  沈照理 《现代地质》2002,16(4):423-428

随着地表环境质量的降低以及岩溶地下水的过量开采 ,泰安市岩溶水化学环境在总体上呈现出显著退化的演化规律。自 6 0年代初以来 ,泰安市城区及旧县岩溶水的常规组分、NO-3 浓度、硬度及TDS的浓度呈现不断升高的变化趋势 ,并检出有Cr6+ 、CN-、酚等人为环境物质。水位降落漏斗区与非漏斗区、岩溶塌陷区与非岩溶塌陷区的岩溶水化学组分浓度的对比结果表明 :由于岩溶水的超量开采引起地下水动力场的改变和岩溶塌陷是控制和影响岩溶水化学环境演化的主要因素。人类活动在时间及空间尺度上与岩溶水化学环境的快速退化亦有密切的关系。  相似文献   

谱模式T63L9正规模初值化方案及试验   总被引：3，自引：3，他引：3  

付顺旗  张立凤  张铭 《大气科学》2001,25(5):661-675

推导了全球谱模式T63L9的正规模,对求得的垂直和水平正规模做了分析,与其他文献进行了比较.在此基础上,为其资料四维同化系统研制了一套合适的绝热非线性正规模初值化方案,并进行了一系列试验.分析表明:方案的研制是成功的,它有效地消除了模式早期积分中虚假的高频振荡,明显改进了短期预报的效果;初值化不仅对随后的一次预报有明显的改进,而且通过同化循环,提高了整个资料同化和预报的质量.  相似文献   

东北平原西部沙地近10年的沙质荒漠化   总被引：35，自引：0，他引：35  

李宝林  周成虎 《地理学报》2001,56(3):307-315

东北平原西部沙地位于欧亚大陆中纬度巨型沙带的东部边缘，为我国沙质荒漠化土地的东缘，是我国自然环境最好的沙区，随着经济的发展，生态环境遭到严重破坏，沙质荒漠化景观日益明显，尤其是南部的科尔沁沙地，沙质荒漠化已十分严重，已经超过与其相邻的西部环境条件更差的沙区，利用RS和GIS，根据NOAA/AVHRR数据建立的沙质荒漠化监测指标，对东北平原西部沙地沙质荒膜化现代过程进行了动态监测，在此基础上利用TM数据对沙质荒漠化的发展方式与成因进行了深入的探讨，并有针对性地提出了区域沙质荒漠化的防治对策。  相似文献   

煤矿采空区钻孔注浆治理工艺   总被引：6，自引：0，他引：6  

任红旗 《中国煤田地质》2001,13(2):102-103

钻孔注浆充填固结处理煤矿采空区塌陷是一种经济快捷的有效方法，本文就其施工工艺方法进行了简单分析，期望能为其它类似工程提供参考。  相似文献   

Karst Collapse Mechanism and Criterion for Its Stability     

HE Keqiang  Department of Civil Engineering  Qingdao Institute of Architecture & Engineering  Qingdao  Shandong  ChinaLIU ChangliInstitute of Hydrogeology  Engineering Geology  Chinese Academy of Geological Sciences  Zhengding  Hebei  Chinaand WANG Sijing Institute of Geology  Chinese Academy of Sciences  Beijing  China 《《地质学报》英文版》2001,75(3):330-335

Karst collapse, caused by natural or artificial abstraction of groundwater, has been a focus of environmentalgeological problems for its ever-increasing hazardousness. The potential erosion theory and vacuum suction erosion theory, which reveal the origin of karst collapse macroscopically, are popularly accepted. However, a mathematic prediction criterion for karst collapse cannot be established only by these two theories. From a new perspective, this paper attempts to explain the microcosmic mechanism of karst collapse on the basis of these two theories. When the shear stress surpasses the shear strength of soil, a certain point or a certain plane in the unconsolidated soil covering karst caves will fail under the mechanical effects of water and air as well as its load-pressure, and with the increase of damaged points, a breaking plane appears and the soil on karst caves is completely damaged; as a result, the karst ground collapses. On the basis of the Mohr-Coulomb failure theory and previous studies,  相似文献   

The Llullaillaco volcano, northwest Argentina: construction by Pleistocene volcanism and destruction by sector collapse     

J. P. Richards  M. Villeneuve 《Journal of Volcanology and Geothermal Research》2001,105(1-2)

Llullaillaco is one of a chain of Quaternary stratovolcanoes that defines the present Andean Central Volcanic Zone (CVZ), and marks the border between Chile and Argentina/Bolivia. The current edifice is constructed from a series of thick dacitic lava flows, forming the second tallest active volcano in the world (6739 m). K–Ar and new biotite laser ⁴⁰Ar/³⁹Ar step-heating dates indicate that the volcano was constructed during the Pleistocene (≤1.5 Ma), with a youngest date of 0.048±0.012 Ma being recorded for a fresh dacite flow that descends the southern flank. Additional ⁴⁰Ar/³⁹Ar measurements for andesitic and dacitic lava flows from the surrounding volcanic terrain yield dates of between 11.94±0.13 Ma and 5.48±0.07 Ma, corresponding to an extended period of Miocene volcanism which defines much of the landscape in this region. Major- and trace-element compositions of lavas from Llullaillaco are typical of Miocene–Pleistocene volcanic rocks from the western margin of the CVZ, and are related to relatively shallow-dipping subduction of the Nazca plate beneath northern Chile and Argentina.Oversteepening of the edifice by stacking of thick, viscous, dacitic lava flows resulted in collapse of its southeastern flank to form a large volcanic debris avalanche. Biotite ⁴⁰Ar/³⁹Ar dating of lava blocks from the avalanche deposit indicate that collapse occurred at or after 0.15 Ma, and may have been triggered by extrusion of a dacitic flow similar to the one dated at 0.048±0.012 Ma. The avalanche deposits are exceptionally well preserved due to the arid climate, and prominent levées, longitudinal ridges, and megablocks up to 20-m diameter are observed.The avalanche descended 2.8 km vertically, and bifurcated around an older volcano, Cerro Rosado, before debouching onto the salt flats of Salina de Llullaillaco. The north and south limbs of the avalanche traveled 25 and 23 km, respectively, and together cover an area of approximately 165 km². Estimates of deposit volume are hampered by a lack of thickness information except at the edges, but it is likely to be between 1 and 2 km³. Equivalent coefficients of friction of 0.11 and 0.12, and excess travel distances of 20.5 and 18.5 km, are calculated for the north and south limbs, respectively. The avalanche ascended 400 m where it broke against the western flank of Cerro Rosado, and a minimum flow velocity of 90 m s⁻¹ can be calculated at this point; lower velocities of 45 m s⁻¹ are calculated where distal toes ascend 200 m slopes.It is suggested that the remaining precipitous edifice has a high probability for further avalanche collapse in the event of renewed volcanism.  相似文献