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101.
102.
山西龙泉关韧性剪切带新认识 总被引:2,自引:0,他引:2
龙泉关韧性剪切带位于山西、河北两省分水岭两侧的狭长地区内,全长约100km,宽2~14km,总体呈北北东向带状展布。据其变形特征在横、纵向上的明显变化,可分北、中、南三段:北段由眼球状片麻岩、长英质糜棱岩及构造透镜体组成,片麻岩中发育各类旋转碎斑构造,指示上盘(西盘)左旋剪切;中段由强直片麻岩组成,发育平直的片麻理及矿物拉伸线理,为S—L构造岩;南段由一系列线状强变形带及所挟持包绕的弱应变域所组成,变形岩石发育条带状、杆状构造。该剪切带内含有不同时期的变质岩系,主体为中太古代阜平期变质岩系,其构造形迹为一多期多相叠加的韧性剪切带;五台早期表现为伸展型近水平韧性剪切变形,是五台海盆早期扩张或裂解阶段的直观反映;吕梁期韧性剪切变形表现为逆冲推覆型。其形成及构造演化是区内早前寒武纪地质演化的缩影。 相似文献
103.
沙文生 《云南地理环境研究》2004,(Z1)
利用2004年5月15~21日第一场透雨过程的高空资料,对产生强降雨天气的主要物理量进行分析,总结主要物理量的变化特征,揭示这次强降雨产生发展变化规律,对今后在预报过程中对主要物理量的变化引起重视,具有一定的参考意义。 相似文献
104.
基于Matlab的水准点稳定性分析 总被引:1,自引:0,他引:1
通过使用Matlab功能强大的数学软件,应用于测量工程的数据处理。具体解决变形监测中水准点是否稳定的判定问题。并通过计算实例说明其可行性和优越性。 相似文献
105.
阜南-霍邱地区地处华北和华南活动地块区边缘构造带,通过对其进行地震地质调查和综合分析研究,发现晚更新世以来该区存在强度较弱的构造变形现象,即:小震沿着主要断裂呈线性条带状分布;研究区南部及断裂近侧的上更新统中发育共轭剪节理;1970年代,研究区固始、霍邱和阜南等地陆续发生过长度不一、宽窄不等、方向不同的地裂缝,展布与肥中断裂或王老人集断裂近乎一致。本文认为,研究区局部小震丛集、上更新统中赋存共轭剪节理、裂面充填物显微揉皱变形和现代地裂缝的生成等现象,反映出地壳能量被缓慢释放和相应断裂发生微弱活动;研究区曾发生过一次破坏性地震(江口集Ms43/4地震)。综上所述,研究区地壳晚第四纪以来具有微弱活动性,且主要表现为蠕滑活动方式。 相似文献
106.
Introduction The ground motion is generally estimated by attenuation relation in seismic hazard assesment.The attenuation relation is usually the function of earthquake magnitude and distance.Actually the focal mechanism and other source parameters may also have significant impacts on the ground motion,especially in the near-source region.Recent post-earthquake investigations show that the damages have close relation with the closest fault-plane distance.On August16,2003,a MS=5.9earthquake o… 相似文献
107.
108.
Biocrust effects on soil infiltration have attracted increasing attention in dryland ecosystems, but their seasonal variations in infiltrability have not yet been well understood. On the Chinese Loess Plateau, soil infiltrability indicated by saturated hydraulic conductivity (Ks) of biocrusts and bare soil, both on aeolian sand and loess soil, was determined by disc infiltrometer in late spring (SPR), midsummer (SUM), and early fall (FAL). Then their correlations with soil biological and physiochemical properties and water repellency index (RI) were analysed. The results showed that the biocrusts significantly decreased Ks both on sand during SPR, SUM, and FAL (by 43%, 66%, and 35%, respectively; P < .05) and on loess (by 42%, 92%, and 10%, respectively; P <.05). As compared with the bare soil, the decreased Ks in the biocrusted surfaces was mostly attributed to the microorganism biomass and also to the increasing content of fine particles and organic matter. Most importantly, both the biocrusts and bare soil exhibited significant (F ≥ 11.89, P ≤ .003) seasonal variations in Ks, but their patterns were quite different. Specifically, the Ks of bare soil gradually decreased from SPR to SUM (32% and 42% for sand and loess, respectively) and FAL (29% and 39%); the Ks of biocrusts also decreased from SPR to SUM (59% and 92%) but then increased in FAL (36% and 588%). Whereas the seasonal variations in Ks of the biocrusts were closely correlated with the seasonal variations in RI, the RI values were not high enough to point at hydrophobicity. Instead of that, the seasonal variations of Ks were principally explained by the changes in the crust biomass and possibly by the microbial exopolysaccharides. We conclude that the biocrusts significantly decreased soil infiltrability and exhibited a different seasonal variation pattern, which should be carefully considered in future analyses of hydropedological processes. 相似文献
109.
Pattern and chronology of glacial Lake Peace shorelines and implications for isostacy and ice‐sheet configuration in northeastern British Columbia,Canada
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Adrian S. Hickin Olav B. Lian Victor M. Levson Yao Cui 《Boreas: An International Journal of Quaternary Research》2015,44(2):288-304
Recognition of positions of glacial lakes along the margin of continental ice sheets is critical in reconstructing ice configuration during deglaciation. Advances in remote sensing technology (e.g. LiDAR) have enabled the generation of accurate digital‐elevation models (DEMs) that reveal unprecedented geomorphic detail. Combined with geographical information systems, these tools have considerably advanced the mapping and correlation of geomorphic features such as relict shorelines. Shorelines of glacial Lake Peace (GLP) developed between the Laurentide and Cordilleran ice sheets in northeastern British Columbia and northwestern Alberta. Shoreline mapping from high resolution DEMs produced more than 55 500 elevation data points from 3231 shorelines, enabling the identification of four major phases of GLP: Phase I (altitude 960–990 m a.s.l.); Phase II (890–915 m a.s.l.); Phase III (810–865 m a.s.l.); and Phase IV (724–733 m a.s.l.). The timing of Phase II of GLP is estimated by two optical ages of <16.0±2.5 and 14.2±0.5 ka BP. Extensive mapping of the shorelines allows for measuring of glacial isostatic adjustment as ice retreated. Shorelines currently dip to the northeast at around 0.4–0.5 m km?1. This slope reflects the asynchronous retreat of the Cordilleran (CIS) and Laurentide (LIS) ice sheets. The relative uplift in the southwest of the study area within the Rocky Mountains and foothills suggests that the Late Wisconsinan (MIS 2) CIS persisted in the foothill after the LIS lost mass and retreated, or that the Late Wisconsinan CIS was very thick and caused deep crustal loading, which resulted in more uplift in the southwest before reaching equilibrium during, or shortly after deglaciation. 相似文献
110.
Assessing the effectiveness of imperviousness on stormwater runoff in micro urban catchments by model simulation
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Imperviousness, considered as a critical indicator of the hydrologic impacts of urbanization, has gained increasing attention both in the research field and in practice. However, the effectiveness of imperviousness on rainfall–runoff dynamics has not been fully determined in a fine spatiotemporal scale. In this study, 69 drainage subareas <1 ha of a typical residential catchment in Beijing were selected to evaluate the hydrologic impacts of imperviousness, under a typical storm event with a 3‐year return period. Two metrics, total impervious area (TIA) and effective impervious area (EIA), were identified to represent the impervious characteristics of the selected subareas. Three runoff variables, total runoff depth (TR), peak runoff depth (PR), and lag time (LT), were simulated by using a validated hydrologic model. Regression analyses were developed to explore the quantitative associations between imperviousness and runoff variables. Then, three scenarios were established to test the applicability of the results in considering the different infiltration conditions. Our results showed that runoff variables are significantly related to imperviousness. However, the hydrologic performances of TIA and EIA were scale dependent. Specifically, with finer spatial scale and the condition heavy rainfall, TIA rather than EIA was found to contribute more to TR and PR. EIA tended to have a greater impact on LT and showed a negative relationship. Moreover, the relative significance of TIA and EIA was maintained under the different infiltration conditions. These findings may provide potential implications for landscape and drainage design in urban areas, which help to mitigate the runoff risk. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献