新疆积雪对气候变暖的响应   总被引：38，自引：1，他引：38  

李培基 《气象学报》2001,59(4):491-501

积雪对全球变暖的响应是当前正在争论的问题。文中通过地面气象台站和 SMMR微波卫星遥感两种积雪资料所建立的两个独立的积雪序列的一致性 ,证明前者在表现新疆积雪长期变化能力方面具有可靠性。阐明了积雪年际变化特征及其与冬季气温和降水量年际波动的关系 ,检验了积雪长期变化趋势。研究表明 ,虽然近 5 0 a来新疆冬季变暖十分显著 ,尤其 2 0世纪 90年代为最温暖的时期 ,但是积雪并未出现持续减少的现象 ;积雪长期变化表现为显著的年际波动过程叠加在长期缓慢的增加趋势之上。积雪年际波动是冬季降水量和气温两者年际波动共同作用的结果 ;冬季气温和降雪量变化受不同的欧亚环流振荡所控制 ;积雪增加趋势与降雪量趋势相一致 ,这可能是由于全球变暖导致海洋蒸发量增加 ,以及在寒冷干燥气候下积雪对降雪量变化更为敏感的缘故。  相似文献   

Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation     

Kazi R. Karim  Fumio Yamazaki 《地震工程与结构动力学》2001,30(12):1839-1856

Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 Hyogoken‐Nanbu (Kobe) earthquake, a set of empirical fragility curves was constructed. However, the type of structure, structural performance (static and dynamic) and variation of input ground motion were not considered to construct the empirical fragility curves. In this study, an analytical approach was adopted to construct fragility curves for highway bridge piers of specific bridges. A typical bridge structure was considered and its piers were designed according to the seismic design codes in Japan. Using the strong motion records from Japan and the United States, non‐linear dynamic response analyses were performed, and the damage indices for the bridge piers were obtained. Using the damage indices and ground motion indices, fragility curves for the bridge piers were constructed assuming a lognormal distribution. The analytical fragility curves were compared with the empirical ones. The proposed approach may be used in constructing the fragility curves for highway bridge structures. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Partitioning of heavy metals on soil samples from column tests   总被引：3，自引：0，他引：3  

R. N. Yong  W. Z. W. Yaacob  S. P. Bentley  C. Harris  B. K. Tan   《Engineering Geology》2001,60(1-4):307-322

In this study, column tests were used to determine the retention capability of three types of estuarine alluvia collected adjacent to landfill sites in South Wales. Selective sequential extraction (SSE) was used to study the retention mechanisms of heavy metals in the soil columns obtained from leaching experiments. Acid digestion was later used to check the validity of the SSE results. Breakthrough curves show good retention of heavy metal ions (Pb, Cu, and Zn) by all soils, where almost 99% of heavy metals were retained with the C_e/C_o values in the order of 10⁻³. The retention strength of these soils was observed to be constant up to five pore volumes (PV). This corresponds with the pH of the effluents and pore water of soil slices, which also show good buffering capacity against very acidic leachate up to 5PV. The heavy metal extraction profiles from SSE show very similar trends with the retention profiles from the leaching experiments, where heavy metals were retained mainly at the top part where the leachate entered the column. SSE indicates qualitatively that heavy metals precipitated with carbonates and amorphous materials (oxides/hydroxides) are higher than heavy metal retention via exchangeable mechanisms. The mass balance calculation gives range of deviation of 1–16% of the total soil extraction. The distribution of the heavy metals with various soil constituents are ranked in the following order: Carbonates>Amorphous oxides hydroxides>Organic matter>Exchangeable phases.  相似文献   

利用历史地震影响烈度的统计特性进行地震区划     

贾素娟  鄢家全 《地震研究》1996,19(3):277-285

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关于大地电磁的静校正问题   总被引：16，自引：0，他引：16  

王家映 《地质科技情报》1992,11(1):69-76

本文从理论上严格地论述了大地电磁测深曲线静态位移的原理,简单介绍了目前国内外所采用的静校正方法,并着重分析了我们所用的压制表层电性不均匀干扰的办法及其效果。  相似文献   

公主岭市西部水源地地下水系统初步研究     

王凤生 《吉林地质》1992,(3)

本文以公主岭市西部水源地为例,以地下水系统的观点,对该区进行了全面的系统化、模型化和最优化,建立了地下水系统的预报模型和管理模型,推求了各系统的资源量及水位、水质分布规律,最后得出了该区地下水最佳开采量和取水工程方案。  相似文献   

A dynamic network model for two‐phase immiscible flow     

Helge K. Dahle  Michael A. Celia 《Computational Geosciences》1999,3(1):1-22

A dynamic pore‐scale network model is formulated for two‐phase immiscible flow. Interfaces are tracked through the pore throats using a modified Poiseuille equation, whereas special displacement rules are used at the pore bodies. The model allows interfaces to move over several pore‐lengths within a time step. Initial computational results are presented for a drainage experiment to demonstrate some of the features of the model. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

GIS中曲线误差的模型与试验研究   总被引：1，自引：0，他引：1  

郭同德  王家耀  王光霞 《武汉大学学报(信息科学版)》2006,31(1):78-81

提出了描述曲线整体误差的随机过程模型．用过程的数字特征函数定义了曲线的局部误差指标．用过程的积分定义了曲线的局部和整体误差指标．阐述了各指标的概率意义与几何意义．设计了过程模型的数字化试验，并提取了过程的样本曲线。通过对样本曲线的统计分析．得到了各误差指标的估计值。  相似文献   

Site Response and Earthquake Design Spectra for Central Khartoum, Sudan     

Y. E-A. Mohamedzein  J. A. Abdalla  A. Abdelwahab 《Bulletin of Earthquake Engineering》2006,4(3):277-293

Khartoum, the capital of Sudan, is located at the confluence of White and Blue Niles. The city is heavily populated. Central Khartoum with its high-rise buildings is the center of governmental and business activities and is located on a strip adjacent to the Blue Nile. Geological and geotechnical data indicate that the subsoil conditions at Central Khartoum are characterized by alluvial deposits underlain by Nubian Sandstone at a depth of 25 m. The alluvial deposits, locally known as Gezira formations, consist of clays grading into silt and sand with depth. Macro seismic zonation of Sudan and its vicinities, developed by the authors, gave the ground acceleration at the bedrock surface. The effect of alluvial deposits in Central Khartoum on propagation of seismic motion parameters to the ground surface is investigated in this study. Correlations are proposed for pertinent cyclic soil properties such as shear modulus, damping, and shear wave velocity. The Equivalent-Linear Earthquake Response Analyses (EERA) Model was used to study the effect of local soil conditions on ground-motion parameters. In the absence of strong-motion records in Khartoum, available worldwide strong-motion records are used. Plots showing the time histories of ground motion parameters at the ground surface are obtained. The results indicate amplification of ground motion of up to 4.93. The predicted fundamental period of soils is about 0.5 s which is typical for these types of soils. The maximum spectral acceleration varied from 0.76 to 0.95 g. For design purposes, a response spectrum curve is proposed.  相似文献   

地震安全性评价工程师资格考试大纲已审定通过   总被引：12，自引：0，他引：12  

本刊讯 《震灾防御技术》2006,1(3):217-217

把美国西部地区作为参考区,采用我国地震动参数区划图工作时所使用的美国西部地区强震资料建立参考区水平向基岩短周期加速度反应谱衰减关系;采用美国南加州地区数字宽频带记录建立参考区水平向基岩长周期加速度反应谱衰减关系。与由丰富的等震线资料统计得出的我国东部地区和西部地区的地震烈度衰减关系一起,用转换方法分别得到了我国东部和西部地区水平向基岩加速度反应谱衰减关系。对该衰减关系在重大工程地震安全性评价工作中的应用提出了建议。  相似文献