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1.
三峡水库蓄水初期9次微震震源机制解特征   总被引:10,自引:6,他引:4  
给出了三峡水库蓄水半年内库区9次微震震源机制解的结果,并对其特征进行了分析,得出:发震断裂滑动类型从蓄水前的斜滑型改变为蓄水后的倾滑型,地震构造主压应力P轴从蓄水前的以水平力和近水平力为主改变为蓄水后的以垂直力为主.构造主应力方位则不太集中。  相似文献   

2.
长江三峡水库巴东库段地震成因分析   总被引:13,自引:9,他引:4  
根据对震区野外地震地质调查资料的分析。认为长江三峡水库蓄水期间及蓄水后库区巴东附近连续发生的微地震活动主要为水库诱发地震.其中部分为构造地震,部分为蓄水引起的岩溶塌陷地震。  相似文献   

3.
长江三峡库区地震地形变监测研究   总被引:8,自引:4,他引:4  
三峡地壳形变监测网络结合空间大地测量(GPS、InSAR)和传统大地测量的优点,在1998年以来的三峡工程建设期间和2003年水库首次蓄水中获取了大量监测成果。结果显示库区地壳运动的基本图像:垂直形变较为显著,主要来自因蓄水荷载而产生的形变,水平形变不明显.库区主要断层的活动性在蓄水期间有明显加强迹象。水准测量反映从1998年首期观测至2003年10月首次蓄水后的库区垂直位移.沉降范围较大;GPS给出了2003年蓄水前后库区的垂直位移,形变的范围主要集中在水库近岸区域。水准测量与GPS观测反应的垂直位移的量级基本一致,沉降的最大幅度在3~4cm左右。水准监测、GPS观测与重力监测结果有一定的对应性。从地壳形变监测与研究结果分析,近期负荷改变而诱发中强地震的可能性不大。  相似文献   

4.
基于新汶盆地开展的1∶5万区域水文地质调查工作,运用水文地质测绘、地球物理勘探、水文地质钻探等工作手段,查明区内主要含水岩组及其水文地质特征,总结地下水蓄水构造模式。研究结果表明:盆地内主要富水岩组为古近纪朱家沟组,奥陶纪马家沟群,寒武纪三山子组、张夏组、朱砂洞组地层;地下水蓄水模式分为岩层阻水型蓄水构造、断裂型蓄水构造和层间岩溶蓄水构造三类,其中断裂型蓄水构造根据含水层岩性不同又可划分为断裂型灰质砾岩裂隙岩溶蓄水构造、断裂破碎带型裂隙蓄水构造、断裂破碎带型裂隙岩溶蓄水构造。  相似文献   

5.
三峡水库蓄水重力效应数值模拟   总被引:2,自引:1,他引:1  
运用精密数值模拟算法。计算了三峡水库库首区不同蓄水高度的重力效应;对比分析了首次蓄水前后局部重力监测网观测到的重力异常与模拟计算结果。得出结论:三峡水库蓄水引起的重力效应非常明显.蓄水过程中的重力异常是多种效应的综合反映,其中蓄水本身的直接重力效应是主要的重力效应。  相似文献   

6.
长江三峡库首区近期重力场动态变化   总被引:15,自引:11,他引:4  
利用向上解析延拓方法分析了1988~2003年底(首次蓄水后)长江三峡库首区重力场的动态变化,并分析了首次蓄水过程中重力变化的基本特征。主要结论有:库区存在一定的重力变化背景和地壳密度变异条件;向上解析延拓方法能较好地分离不同波数域重力变化特征,其中长波数信息反映较深处或较大尺度异常密度体效应;首次蓄水过程中的重力变化显示强烈的库水荷载效应和明显滞后的库水渗透效应,其中江北地区水的渗透明显强于江南地区。  相似文献   

7.
三峡井网地下流体动态在水库蓄水前后的变化   总被引:18,自引:9,他引:9  
在系统分析长江三峡诱发地震地下水动态监测井网2001~2002年8个井台16个测项的地下流体正常动态及其影响因素的基础上,调查研究了井网外围50km范围内两个中等地震震例,对比分析了2003年三峡水库蓄水前后各测项动态的变化。发现水库蓄水对三峡井网地下流体动态的影响是局部的.推测三峡库首区近期诱发中等以上水库地震的可能性不大;同时分析了受水库蓄水影响测项的异常特征及其机理,认为深入研究此类问题对推进地震监测与预报科学的发展有重要意义。  相似文献   

8.
通过对蓄水期间三峡库区的地震分析,结合地震应急预案,介绍了在三峡水库蓄水时地震应急工作的准备和实施。并在实际地震和蓄水前应急演练的经验基础上,对三峡水库蓄水时期的地震应急工作进行了进一步的阐述和分析,以提高应急处置的实效性和专业性。  相似文献   

9.
应用Mereu方法计算了2007年9月22日到10月7日发生在秭归罗圈荒地区微震群中的17次地震的震源参数和区域品质因子Q值,得到的Q值与频率的依赖关系为Q(f)=71.6f 0.808。与三峡库首区蓄水前后低的背景Q值比较,显示秭归罗圈荒地区微震群是一次普通的地壳介质应力调整。  相似文献   

10.
三峡库区马家屋场-后坪滑坡成因及稳定性分析   总被引:3,自引:3,他引:0  
详细介绍了三峡库区马家屋场-后坪滑坡体的特征,收集了大量软弱结构面资料,研究了各软弱结构面的组合关系,运用优势面理论,合理解释了该滑坡体的成因。采用剩余推力法,对滑坡体在各种不同工况下的稳定性作了科学分析,并对滑坡体在三蛱水库蓄水以后的稳定性作了合理预测,结果表明,滑坡体在目前状态下基本稳定,三峡水库蓄水以后,将对滑坡体稳定性产生较大影响,极有可能导致滑坡体失稳。  相似文献   

11.
丹江口水库诱发地震研究   总被引:2,自引:0,他引:2  
丹江口水库由汉江、丹江两个库段组成。在丹库的峡谷灰岩地带 ,断裂、节理发育 ,利于水的渗透和循环。 196 7年 11月蓄水后 ,随水位的增加 ,地震活动增加 ,且震级由Ms<2 .5上升到Ms =4.7,并在丹库的峡谷附近形成北北西方向延伸的 3个地震密集区。地震频度、强度与水位 (库容 )变化有一定的相关性。预测二期工程蓄水后 ,仍将产生诱发地震 ,其最大强度为Ms≤ 5 .0。  相似文献   

12.
??2012??10??31??????????????ML3.8С????????о?????????????????????????????????????????????????????????????????????10 km??????????????????????????????С??????????5 km???Χ???????????????????????????????????????????????λ?????????????????????????????????????????????????  相似文献   

13.
In order to reach the designated final water level of 175 m, there were three impoundment stages in the Three Gorges Reservoir, with water levels of 135 m, 156 m and 175 m. Baishuihe landslide in the Reservoir was chosen to analyze its displacement characteristics and displacement variability at the different stages. Based on monitoring data, the landslide displacement was mainly influenced by rainfall and drawdown of the reservoir water level. However, the magnitude of the rise and drawdown of the water level after the reservoir water level reached 175 m did not accelerate landslide displacement. The prediction of landslide displacement for active landslides is very important for landslide risk management. The time series of cumulative displacement was divided into a trend term and a periodic term using the Hodrick-Prescott(HP) filter method. The polynomial model was used to predict the trend term. The extreme learning machine(ELM) and least squares support vector machine(LS-SVM) were chosen to predict theperiodic term. In the prediction model for the periodic term, input variables based on the effects of rainfall and reservoir water level in landslide displacement were selected using grey relational analysis. Based on the results, the prediction precision of ELM is better than that of LS-SVM for predicting landslide displacement. The method for predicting landslide displacement could be applied by relevant authorities in making landslide emergency plans in the future.  相似文献   

14.
Water level is an important index for studying hydrologic processes. Water level rise processes were studied in three catchments (catchment I, II, III in Chen Jiagou watershed in the Three Gorge Reservoir Area) with different areas to provide useful information to inform data extension from a gauged-catchment to an ungauged catchment. The results showed that there are seasonal changes in the dominant driving mode of the rise of the water level. The rise of the water level in March is likely mainly driven by the mode of stored-full runoff, and in September or October, it is mainly driven by Horton-flow. The correlation coefficients of all indexes were significant among the three catchments, suggesting that these catchments have similarities and that water level data extension is likely to be completed successfully between the large catchment (III-Catchment) and the small catchment (I-Catchment). It was confirmed that there is good similarity between the 0.6 km2 and 6 km2 catchments, and the data correlation is good between the catchments with the area differences in the Three Gorges Reservoir Area. In addition, the rise processes of the water level in the catchments were not only different under the same rain conditions, but this difference could also change with the rain condition.  相似文献   

15.
�����ܶȱ仯��ά���ݵ��Ŵ��㷨�о�   总被引:1,自引:0,他引:1  
?????????????????????????????????????仯?????????????????÷???????Ч???????????????????????????????????????????仯????????????????????????仯????????????????4???????????????????2003??4??7??????????????????????????????仯???????????仯????????Щ???????????  相似文献   

16.
Dynamic assessment of rainfall-induced shallow landslide hazard   总被引:1,自引:1,他引:0  
The assessment of rainfall-induced shallow landslide hazards is a significant issue in the Three Gorges Reservoir area in China due to the rapid development of land in the past two decades. In this study, a probabilistic analysis method that combines TRIGRS and the point-estimate method for evaluating the hazards of shallow landslides have been proposed under the condition of rainfall over a large area. TRIGRS provides the transient infiltration model to analyze the pore water pressure during a rainfall. The point-estimate method is used to analyze the uncertainty of the soil parameters, which is performed in the geographic information system (GIS). In this paper, we use this method to evaluate the hazards of shallow landslides in Badong County, Three Gorges Reservoir, under two different types of rainfall intensity, and the results are compared with the field investigation. The results showed that the distribution of the hazard map is consistent with the observed landslides. To some extent, the distribution of the hazard map reflects the spatial and temporal distribution of the shallow landslide caused by rainfall.  相似文献   

17.
EVOLUTIONOFRAPIDSOFCREEKMOUTH-BARATGEZHOUBARESERVOIRANDTHEIMPACTSONNAVIGABLECHANNELINTHEUPPERREACHESOFTHECHANGJIANGRIVER¥LinC...  相似文献   

18.
地下水位预测对滑坡稳定性分析具有重要意义,三峡库区库岸滑坡地下水位时间序列在季节性强降雨和周期性库水位涨落等诸多因素影响下呈现混沌特征。在对地下水位序列进行相空间重构的基础上,采用饱和关联维数法和最大Lyapunov指数法对其混沌特征进行验证。再用预测性能优秀的最小二乘支持向量机(LSSVM)模型对其进行预测,并用粒子群算法优化选取LSSVM模型的参数,以克服LSSVM模型参数选取困难的缺点。以三峡库区三舟溪滑坡前缘STK-1水文孔日平均地下水位序列为例进行了混沌分析,分别运用粒子群优化的LSSVM模型(PSO-LSSVM)和BP神经网络模型对STK-1水文孔地下水位进行了预测。结果表明库岸滑坡地下水位序列存在混沌特征,PSO-LSSVM模型预测结果的均方根误差为0.193m,拟合优度为0.815,说明预测效果较理想,且PSO-LSSVM模型预测精度高于BP网络模型,具有较强的实用性。   相似文献   

19.
本研究以三峡库区小江流域为研究对象,在综合考虑陆域、水体、社会经济对流域水环境影响的基础上,建立了水环境综合区划的指标体系,同时根据DEM划分了流域综合区划的基本单元.在主导因素法和空间叠置法的基础上,通过CIS分析工具,对小江流域的水环境进行了综合区划,分为3个一级区域,分别为北部水源涵养和保育区,南部污染控制区,以...  相似文献   

20.
Many factors can affect the sediment deposition and soil erosion process in riparian zone, including terrain, sediment transport and water level fluctuations. Clarifying the factors influencing sediment deposition process in the riparian zone of the Three Gorges Reservoirs is an important problem to determine the key area of sediment deposition and its trend of development in the study area. In order to reveal the influence of these environmental factors on the sediment deposition in riparian zone of the Three Gorges Reservoir, this study investigated 1) the amount of deposited sediment in different environmental conditions, 2) the potential factors affecting sediment deposition in riparian zone of the Three Gorges Reservoir, 3) the relationship between the deposited sediment amount and these factors previously mentioned using correlation analysis, and 4) the influence of human activities considered as an additional factor. This study found that 1) slope gradient, elevation, inundating duration and human activities were the main factors influencing sedimentation in riparian zone of the Three Gorges Reservoir, and 2) the impact of each factor varied with spaces. Specifically, in the upper reach from Jiangjin to Fuling, human activities such as gravel dredging, bank revetment and ports and wharfs constructing disturbed considerable amounts of deposited sediment, as a result, there was no natural law to dictate the distribution. In the middle reach from Fuling to Fengjie, slope gradient and inundating duration were the controlling factors, and the sediment deposition amount was greater in the areas with a gentler slope or lower elevation. Water flow on gentler slopes generally had lower velocity, resulting in more sediment to deposit. Sites with lower elevations would be drowned by sediment-laden flow with a longer duration resulting from hydrologic regime controlled by the operating strategy of the Three Gorges Reservoir, leading to a larger amount of sediment deposition. In the lower reach from Fengjie to Zigui, slope gradient was similar to the middle reach, performing a primary factor, while other factors showed little relationship with sediment amount.  相似文献   

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