首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 203 毫秒
1.
通过对色尔腾山山前断裂乌句蒙口 -东风村段的遥感资料解释、野外地质地貌考察 ,并通过对重点地段的古地震探槽开挖 ,获得了该断裂段晚更新世晚期以来的垂直位移速率是 0 88~ 1 83mm a ,全新世中期以来的垂直位移速率是 0 89mm a。通过 2个大型探槽的开挖、古地震事件分析和相关堆积物的断代研究 ,以及用逐次限定方法分析整个断层段上的古地震事件 ,认定该断裂段上全新世以来发生了 5次古地震事件 :事件 1发生在距今 90 0 0± 130 0年 ,事件2发生在距今 6 5 0 0± 5 0 0年 ,事件 3发生在距今 5 5 70年左右 ,事件 4发生在距今 4 2 0 0± 30 0年 ,事件 5发生在距今 32 5 0± 2 5 0年。晚更新世晚期到距今 1万年之间 ,古地震事件很不完整。全新世以来的 5次古地震事件表现出一定的丛集特征。最早的一丛事件发生在距今 890 0年左右 ,第2丛发生在距今 6 5 0 0~ 5 70 0年之间 ,第 3丛事件发生在距今 32 5 0~ 4 2 0 0年之间。第 1丛与第 2丛古地震事件之间间隔为 2 4 0 0年左右 ,而第 2丛与第 3丛古地震事件之间仅间隔 15 70年左右。距今 32 5 0年以来 ,该断裂段上还没有发生过错断地表的地震事件 ,已经超出了古地震丛之间的重复间隔。因此 ,它是色尔腾山前活动断裂带上具备潜在危险的一个活动断裂段。  相似文献   

2.
郯庐断裂带是中国东部活动性最强的断裂带,郯庐断裂带江苏段主要由5条分支断层组成,并于更新世强烈活动,其中安丘-莒县断裂持续活动至全新世,是1668年郯城■级特大地震的发震断裂。文中采用古地震探槽方法研究安丘-莒县断裂江苏段全新世以来的古地震事件,并采用14C测年方法确定古地震的时间。结合前人通过探槽揭露的古地震时间进行综合分析,认为安丘-莒县断裂江苏段全新世以来共有3次古地震事件,时间分别为距今3 000a以来、距今约6 000a和11 000a,垂直同震位移均约1m。1668年郯城8.5级地震在安丘-莒县断裂新沂段山前出露区存在地表破裂的迹象,在隐伏区表现为大量喷砂冒水现象,在探槽揭露的晚全新世地层中有密集的裂缝和砂脉。  相似文献   

3.
大青山山前断裂位于河套盆地北缘,晚第四纪以来活动强烈,前人对该段古地震特征做过较多研究,但是因测年技术手段限制,以及在同一断层剖面拥有较多能有效约束古地震事件的测年数据较少、且能揭露出较多古地震事件的剖面偏少。本文通过对大青山山前断裂土右旗西段莲花山东侧古地震探槽的开挖,利用光释光年代学数据对古地震事件进行有效约束,并结合前人在该段探槽的年代数据,运用断层逐次限定法综合分析,得出土右旗西段断裂距今约11 500年发生了5次古地震事件,平均复发间隔2 260年。该段断裂5次古地震事件由新到老分别为:1.28~1.42 ka、3.41~3.60 ka、4.08~5.01 ka、8.26~9.32 ka和10.70~11.30 ka。最新一次活动事件应该为公元849年地震。同时,探槽揭露该段断层呈正断层性质,倾角在∠58°~∠77°之间。根据经验公式,包头段、土右旗西段和土左旗西段的潜在发震能力分别在MW6.8~7.1、MW6.8~7.1和MW7.1~7.2左右。本文经验公式得出的震级偏小,可能存在级联破裂,后期需进一步结合其...  相似文献   

4.
蔚广盆地南缘断裂带唐山口段山前断层活动性研究   总被引:1,自引:0,他引:1  
蔚广盆地是山西地堑系北端京西北盆岭构造区内的一个半地堑盆地,蔚广盆地南缘断裂带为控制该盆地形成的边界断裂。该断裂带位于唐山口段的山前断裂在冲洪积扇体上形成了线性特征显著的断层陡坎。横跨断层陡坎开挖的探槽表明该条山前断裂属于全新世活动断裂,探槽揭示了2条活动断层以及相应的3次古地震事件。在距今约9ka时其中一条断层首次活动,之后在距今约7.3ka时该条断层再次活动并引发了另一条断层的形成与同步活动。最后它们又发生了第三次活动,而最新一次活动的时间由于相应地表沉积的缺失而无法获得。这3次古地震事件的累积垂直位错约为8.1m。估算出整条山前断裂的平均复发周期约为1.7ka、平均滑动速率约为1.6mm/a。此外还依据经验公式估算出了各次古地震的参考震级。  相似文献   

5.
四川大凉山断裂带古地震研究初步结果   总被引:8,自引:7,他引:8       下载免费PDF全文
沿四川大凉山断裂带的 4条次级断裂开挖了 4个探槽 ,共揭露出 9次古地震事件。根据探槽中年龄样品的测试结果 ,分析了各次事件的距今年龄及其重复间隔。其中 ,有 3个探槽共揭露出4次全新世以来的古地震事件。 9次古地震的垂直位移量在 0 5~ 1 5m之间 ,与鲜水河 -小江断裂带历史地震所产生的垂直位移量进行对比 ,估计它们的震级都在 7级以上  相似文献   

6.
通过遥感影像解译和详细的野外填图,获得了热水-日月山断裂带热水断裂段的断错地貌,其水系右旋断错量为140~940m.沿断裂带的探槽开挖,揭示距今9645±220 a B.P,热水段曾发生一次古地震事件;结合前人的研究结果,认为热水-日月山断裂带热水断裂段上古地震复发间隔约3365 a,全新世以来的倾滑速率为0.03 mm/a.热水-日月山断裂带上已揭露出3次古地震事件,分别为9865±40 a B.P~9425±35 aB.P,6280±120 a B.P和2220±360 a B.P,复发间隔为3500 a左右,由于该断裂段最近一次古地震事件距今已接近2220年,与其复发间隔3365 a年相比尚有一段时间,但考虑到古地震事件的不确定性和年代样品的误差,初步推断热水-日月山断裂带热水段的地震危险性不大,但不排除有中强地震的可能性.  相似文献   

7.
南口-孙河断裂是北京市区隐伏的正倾滑活动断裂,其地震危险性备受关注.将槽探研究活动断层古地震的经验引入到钻探工作中,提出了通过土芯识别断层崖崩积层的模式,并采用三重管取芯技术在南口-孙河断裂带附近采集了连续的原状土芯.通过断坎前崩积层识别、地层累计位移限定与下降盘地层增厚现象分析等方法,初步建立了断裂带距今60ka以来由13次地表位错事件组成的古地震序列.根据复发间隔的差异,将地震活动历史分为3个时段.距今60~40ka之间发生了3次地震,复发间隔为10ka左右.40~25ka之间发生了6次地震,复发间隔多为2.5ka左右.25ka以来发生了4次地震,复发问隔变化较大,其中最近3次地震的复发间隔为5ka左右.复发间隔小的时期也是断层滑动速率大的时期.单次事件的同震位移为0.8—2.2m,均值为1.4m,矩震级相当于6.7~7.1级.研究认为通过钻探技术研究正断层的古地震事件是可行的,但要获得完整的古地震序列,需要足够密集的钻孔和连续的原状土芯.  相似文献   

8.
榆木山北缘断裂古地震特征研究   总被引:5,自引:0,他引:5       下载免费PDF全文
榆木山北缘断裂位于祁连山主体山系以北的榆木山北部边缘.断裂活动形成一系列沿山前发育的断层陡坎.通过探槽剖面对发生在该断裂带上的古地震事件进行了分析,大致可以确定全新世以来的2次古地震事件.事件Ⅰ的年代为距今(4.066±0.086)ka;事件Ⅱ为距今(6.852±0.102)ka至(6.107±0.082)ka之间.该...  相似文献   

9.
青藏高原北缘三危山断裂东北段的古地震事件   总被引:1,自引:0,他引:1  
三危山断裂位于青藏高原北缘,为阿尔金断裂带的一条重要分支,研究其晚更新世以来的活动特征,可为全面地把握青藏高原北缘的地震活动规律提供基础资料。在对三危山断裂东北段(十工口子西-双塔)进行遥感资料解译、野外地质地貌调查和探槽开挖,并分析探槽内揭露的断层、地层和楔状堆积三者之间关系的基础上,结合相关堆积物的光释光断代研究,最终利用逐次限定法分析了古地震事件发生的年代。研究发现该断裂段上晚更新世以来发生了3次古地震事件:距今最远的一次事件E1发生在约5.3万年前,接近5.3万年;第二次事件E2发生于距今约4万年之前,5.3万年之后,更接近4万年;最近的一次事件E3发生于距今7.42—2.47ka。由于晚更新世以来探槽开挖地点地层沉积的不连续,或地层沉积之后发生的侵蚀作用,导致探槽内揭露出的古地震事件存在严重缺失。但可以确定的是,在晚更新世中晚期和全新世,三危山断裂东北段上确有破裂地表的古地震事件发生。  相似文献   

10.
大青山山前断裂呼和浩特段晚第四纪古地震活动历史   总被引:8,自引:1,他引:8  
通过沿大青山山前断裂呼和浩特段的奎素、乌兰不浪和青山牧场 3个地点地貌面和探槽组的精细研究 ,揭露出该断裂段距今约 1 9万年以来共发生 7次古地震事件。它们分别发生在距今约 1 875± 0 0 75、1 6 97± 0 0 96、1 4 6 5± 0 0 6 7、1 182± 0 0 6 9、0 94 5± 0 0 2 6、0 6 83±0 0 2 6和 0 4 5 0± 0 0 2 3万年 ,平均重复间隔 2 375± 4 32年。由断层位移量限定法和多探槽校验法判定 ,这一时期该断裂段的古地震活动历史是完整的  相似文献   

11.
12.
A procedure for short-term rainfall forecasting in real-time is developed and a study of the role of sampling on forecast ability is conducted. Ground level rainfall fields are forecasted using a stochastic space-time rainfall model in state-space form. Updating of the rainfall field in real-time is accomplished using a distributed parameter Kalman filter to optimally combine measurement information and forecast model estimates. The influence of sampling density on forecast accuracy is evaluated using a series of a simulated rainfall events generated with the same stochastic rainfall model. Sampling was conducted at five different network spatial densities. The results quantify the influence of sampling network density on real-time rainfall field forecasting. Statistical analyses of the rainfall field residuals illustrate improvement in one hour lead time forecasts at higher measurement densities.  相似文献   

13.
14.
正This journal is established by the Institute of Engineering Mechanics(IEM),China Earthquake Administration,to promote scientific exchange between Chinese and foreign scientists and engineers so as to improve the theory and practice of earthquake hazards mitigation,preparedness,and recovery.To accomplish this purpose,the journal aims to attract a balanced number of papers between Chinese and  相似文献   

15.
Water quality analyses for the Niger River for the 1980/81 hydrological year are presented. The samples were collected from the main river at Lokoja, and from two main tributaries, the Kaduna and the Benue Rivers. Different water types were distinguished by the concentrations of major ions. The type Ca > Na > Mg > K - HCO3 > SO4 > Cl was represented at all stations during at least part of the year. Chloride was found to dominate the sulphate ion in the Kaduna and Niger, while the Benue maintained a higher concentration of sulphate relative to chloride all year round. Distinct patterns of seasonal variation in the ion concentrations were observed, particularly for the samples collected at Lokoja. Low ion concentrations were prominent during periods of high discharge, while low flow periods coincided with high dissolved ion concentrations. The contribution of rainwater to the total dissolved solids in the river waters was assessed indirectly using rainwater chemistry data from the Gulf of Guinea. The estimated rainwater contribution to the Lower Niger amounts to 5.15 mg 1?1. Geochemical weathering calculations involving reactions of the four major minerals of granitic rocks - anorthite, biotite, albite, and K-feldspar - with carbon dioxide and water, can account for the average water composition of the Lower Niger. The proportion of the ionic components was also related to the occurrence of the respective element in the minerals.  相似文献   

16.
Historical earthquakes noted in the written records of the South China region, including Hong Kong, are not well delineated along identified prominent fault sources. Despite the lack of any definitive, localised trend in the spatial distribution of seismic activity in the region, there does appear to be some major disparity in the seismic activity rates (especially for large magnitude earthquakes) between the near-field and the far-field regions of Hong Kong. Despite this observation, previous studies of the regional seismic activity and seismic ground motion hazard (the latter using a probabilistic seismic hazard assessment, PSHA) have considered very broad source zone regions, in which uniform levels of seismic activity have been assumed. The present paper further scrutinises this broad source zone (BSZ) approach by adopting a novel expanding circular disc (ECD) method to determine the rates of earthquake recurrence. Such a method is intended to counter-check previously developed models by determining earthquake scenario events in terms of magnitude–distance (M–R) pairs or combinations, having defined values of average return period. Unlike the BSZ approach, the ECD method specifically accounts for the supposed variations in the seismic activity rates between events in the near-field and the far-field of Hong Kong.The form of the developed method is particularly suited to the determination of design-level earthquake ground motions for bedrock sites, since it assumes a directionally-independent attenuation model as described in the companion paper. It is found that, whilst the BSZ approach may indicate the overall average levels of hazard that are representative of the South China region as a whole, it does not capture the large disparity in seismic activity rates between near-field and far-field events. This important feature is expected to have a significant impact upon engineering assessments of the seismic safety of structures in Hong Kong and elsewhere in the South China region. For example, it is found that for events with M≥6, the seismic activity rate (normalised by time and area) in the very far-field is around 3.5 times larger than in the near-field and medium-field of Hong Kong. The resulting design M-R combinations, covering a range of return periods from 70 to 2500 years, are limited, for very long return periods and for distant events, by the maximum credible earthquake (MCE) magnitude. Intensive research to determine this seismic hazard parameter is recommended, in order to refine further the results of the ECD analysis, which presently conservatively assumes the MCE to range between M=6 in the near-field of Hong Kong to M=8 in the very far-field, at distances greater than 280 km from Hong Kong.  相似文献   

17.
Lower Cretaceous lacustrine oil shales are widely distributed in southeastern Mongolia. Due to the high organic carbon content of oil shale, many geochemical studies and petroleum exploration have been conducted. Although most of the oil shales are considered to be Early Cretaceous in age, a recent study reveals that some were deposited in the Middle Jurassic. The present study aims at establishing depositional ages and characteristics of the Jurassic and Cretaceous lacustrine deposits in Mongolia. The Lower Cretaceous Shinekhudag Formation is about 250 m thick and composed of alternating beds of shale and dolomite. The Middle Jurassic Eedemt Formation is about 150 m thick and composed of alternating beds of shale, dolomitic marl, and siltstone. The alternations of shale and dolomite in both formations were formed by lake level changes, reflecting precipitation changes. Shales were deposited in the center of a deep lake during highstand, while dolomites were formed by primary precipitation during lowstand. Based on the radiometric age dating, the Shinekhudag Formation was deposited between 123.8 ±2.0 Ma and 118.5 ±0.9 Ma of the early Aptian. The Eedemt Formation was deposited at around 165–158 Ma of Callovian–Oxfordian. The calculated sedimentation rate of the Shinekhudag Formation is between 4.7 ±2.6 cm/ky and 10.0 ±7.6 cm/ky. Shales in the Shinekhudag Formation show micrometer‐scale lamination, consisting of algal organic matter and detrital clay mineral couplets. Given the average thickness of micro‐laminae and calculated sedimentation rate, the micro‐lamination is most likely of varve origin. Both Middle–Upper Jurassic and Lower Cretaceous lacustrine oil shales were deposited in intracontinental basins in the paleo‐Asian continent. Tectonic processes and basin evolution basically controlled the deposition of these oil shales. In addition, enhanced precipitation under humid climate during the early Aptian and the Callovian–Oxfordian was another key factor inducing the widespread oil shale deposition in Mongolia.  相似文献   

18.
ABSTRACT

The one-dimensional transient downward entry of water in unsaturated soils is investigated theoretically. The mathematical equation describing the infiltration process is derived by combining Darcy's dynamic equation of motion with the continuity and thermodynamic state equations adjusted for the unsaturated flow conditions. The resulting equation together with the corresponding initial and boundary conditions constitues a mathematical initial boundary value problem requiring the solution of a nonlinear partial differential equation of the parabolic type. The volumetric water content is taken as the dependent variable and the time and the position along the vertical direction are taken as the independent variables. The governing equation is of such nature that a solution exists for t > 0 and is uniquely determined if two relationships are defined, together with the specified state of the system, at the initial time t = 0 and at the two boundaries. The two required relations are those of pressure versus permeability and pressure versus volumetric water content.

Since the partial differential equation has strong non-linear terms, a discrete solution is obtained by approximating the derivatives with finite-differences at discrete mesh points in the solution domain and integrated for the corresponding initial and boundary conditions. The use of an implicit difference scheme is employed in order to generate a system of simultaneous non-linear equations that has to be solved for each time increment. For n mesh points the two boundary conditions provide two equations and the repetition of the recurrence formula provides n—2 equations, the total being n equations for each time increment. The solution of the system is obtained by matrix inversion and particularly with a back-substitution technique. The FORTRAN statements used for obtaining the solution with an electronic digital computer (IBM 704) are presented together with the input data.

Analysis of the errors involved in the numerical solution is made and the stability and convergence of the solution of the approximate difference equation to that of the differential equation is investigated. The method applied is that of making a Fourier series expansion of a whole line of errors and then following the progress of the general term of the series expansion and also the behavior of each constituent harmonic. The errors (forming a continuous function of points in an abstract Banach space) are represented by vectors with the Fourier coefficients constituting a second Banach space. The amplification factor of the difference equation is shown to be always less than unity which guarantees the stability of the employed implicit recurrence scheme.

Experiments conducted on a vertical column packed uniformly with very fine sand, show a satisfactory agreement between the theoretically and experimentally obtained values. Many experimental results are shown in an attempt to explain the infiltration phenomenon with emphasis on the shape and movement of the wet front, and the effects of the degree of compaction, initial water content and deaired water on the infiltration rate.  相似文献   

19.
20.
GHODRAT TORABI 《Island Arc》2012,21(3):215-229
Late Permian trondhjemites in the Anarak area occur as stocks and dykes, which cross cut the Anarak ophiolite and its overlying metasedimentary rocks, and are exposed along the northern Anarak east–west main faults. These leucocratic intrusive bodies have enclaves of all ophiolitic units and metamorphic rocks. They are composed of amphibole, plagioclase (oligoclase), quartz, zircon and muscovite. Secondary minerals are chlorite (pycnochlorite), epidote, albite, magnetite and calcite. Whole‐rock major‐ and trace‐element analyses reveal that they are characterized by high SiO 2 (67.8–71.0 wt%), Al 2 O 3 (14.9–17.1 wt%) and Na 2 O (5.3–8.6 wt%), low K 2 O (0.1–1.5 wt%; average: 0.8 wt%), low Rb/Sr ratio (0.01–0.40; average: 0.09), low Y (3–6 ppm), negative Ti, Nb and Ta anomalies, slightly negative or positive Eu anomaly, LREE enrichment and fractionated HREE. These rocks present 2 to 40 times enrichment in inclined chondrite‐normalized REE patterns. Geochemical characteristics of the Anarak trondhjemites all reflect melting of a mafic protolith at more than 10 kbar. The field evidence and whole‐rock chemistry reveal that these rocks have been crystallized from magmas derived from melting of subducted Anarak oceanic crust. This study reveals that melting of garnet amphibolite was an important element of continent formation in the study area.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号