首都圈及山西断陷带北部地壳垂直形变与地震危险性分析   总被引：3，自引：2，他引：1  

韩月萍  杨国华  马庆尊 《华北地震科学》2003,21(3):8-13

根据首都圈地区及山西断陷带精密水准复测资料,分析了近十年来地壳垂直形变状态与特征。结果表明,研究区的东北区域表现为整体下降,下降速率约2～4mm／a;但“北升南降”的运动格局基本没有改变。太行山以西至山西断陷带的东侧地区为整体隆升。隆升速率最大近8mm／a。运动的时空分布从“南快北慢”整体上升的特征,逐步转变为“北升南降”的有升有降的特征。西区上述运动性质发生变化是以2001年为分界线,同时在延怀盆地及其附近区域形成了四象限分布的形变图像。但这一图像从规模和量级上都小于大同地震前的变形。山西断陷带北部的运动表现为断陷型的垂直运动,整体呈下降趋势,运动速率为4～6mm／a。上述特征表明监测区未来2～3年内发生6级以上地震的可能性不大。  相似文献   

Application of matrix analysis in delineating sinkhole risk areas along highway (I-70 near Frederick,Maryland)     

Wanfang?ZhouEmail author  Barry?F.?Beck  Angela?L.?Adams 《Environmental Geology》2003,44(7):834-842

Sinkhole collapse in the area of Maryland Interstate 70 (I-70) and nearby roadways south of Frederick, Maryland, has been posing a threat to the safety of the highway operation as well as other structures. The occurrence of sinkholes is associated with intensive land development. However, the geological conditions that have been developing over the past 200 million years in the Frederick Valley control the locations of the sinkholes. Within an area of approximately 8 km², 138 sinkholes are recorded and their spatial distribution is irregular, but clustered. The clustering indicates the existence of an interaction between the sinkholes. The point pattern of sinkholes is considered to be a sample of a Gibbsian point process from which the hard-core Strauss Model is developed. The radius of influence is calculated for the recorded sinkholes which are most likely to occur within 30 m of an existing sinkhole. The stochastic analysis of the existing sinkholes is biased toward the areas with intensive land use. This bias is adjusted by considering (1) topography, (2) proximity to topographic depressions, (3) interpreted rock formation, (4) soil type, (5) geophysical anomalies, (6) proximity to geologic structures, and (7) thickness of overburden. Based on the properties of each factor, a scoring system is developed and the average relative risk score for individual 30-m segments of the study area is calculated. The areas designated by higher risk levels would have greater risk of a sinkhole collapse than the areas designated by lower risk levels. This risk assessment approach can be updated as more information becomes available.  相似文献   

Main concepts of the "European approach" to karst-groundwater-vulnerability assessment and mapping   总被引：4，自引：1，他引：3  

D. Daly  A. Dassargues  D. Drew  S. Dunne  N. Goldscheider  S. Neale  I. Popescu  F. Zwahlen 《Hydrogeology Journal》2002,10(2):340-345

In order to achieve some consistency in the establishment of groundwater intrinsic vulnerability maps in Europe, a new approach is proposed by Working Group 1 of the European COST Action 620 on "Vulnerability mapping for the protection of carbonate (karst) aquifers". A general procedure is offered which provides consistency while allowing the required flexibility for application to a continent and under conditions of varying geology, scale, information availability, time, and resources. The proposed methodology is designed to be clearly more physically based than the existing vulnerability-mapping techniques. It takes the specificity of the karstic environments into account without necessarily excluding the applicability to other geological conditions. Combined "core factors" for overlying layers and for concentration of flow account for the relative protection of groundwater from contamination while taking into account any bypass of the overlying layers. A precipitation factor is distinguished for describing characteristics of the input of water to the system. Differentiation is made between groundwater resource intrinsic vulnerability mapping and source intrinsic vulnerability mapping. For the latter, a factor describing the karst network development is relevant. This short technical note describes a first step in the work program of Working Group 1 of the COST Action 620. Future steps are now in progress to quantify the approach and to apply it in various European pilot areas. Electronic Publication  相似文献   

Reliability of dipole-dipole electrical resistivity tomography for defining depth to bedrock in covered karst terranes     

W. Zhou  B. F. Beck  J. B. Stephenson 《Environmental Geology》2000,39(7):760-766

 Sinkhole collapse is one of the main limitations on the development of karst areas, especially where bedrock is covered by unconsolidated material. Studies of sinkhole formation have shown that sinkholes are likely to develop in cutter (enlarged joint) zones as a result of subterranean erosion by flowing groundwater. Because of the irregular distribution of pinnacles and cutters on the bedrock surface, uncertainties arise when "hit-or-miss" borehole drilling is used to locate potential collapse sites. A high-resolution geophysical technique capable of depicting the details of the bedrock surface is essential for guiding the drilling program. Dipole-dipole electrical resistivity tomography (ERT) was used to map the bedrock surface at a site in southern Indiana where limestone is covered by about 9 m of clayey soils. Forty-nine transects were conducted over an area of approximately 42,037 m². The electrode spacing was 3 m. The length of the transects varied from 81 to 249 m. The tomographs were interpreted with the aid of soil borings. The repeatability of ERT was evaluated by comparing the rock surface elevations interpreted from pairs of transects where they crossed each other. The average difference was 2.4 m, with a maximum of 10 m. The discrepancy between interpreted bedrock-surface elevations for a transect intersection may be caused by variations in the subsurface geology normal to the transect. Averaging the elevation data interpreted from different transects improved the ERT results. A bedrock surface map was generated using only the averaged elevation data at the transect junctions. The accuracy of the map was further evaluated using data from four exploratory boreholes. The average difference between interpreted and actual bedrock surface-elevations was less than 0.4 m. The map shows two large troughs in the limestone surface: one coinciding with an existing sinkhole basin, while the other is in alignment with a small topographic valley. Because sinkholes were observed at the same elevation interval in similar valleys in the vicinity, the delineated trough may have implications for future land use at the site. Received: 4 January 1999 · Accepted: 8 March 1999  相似文献   

广南堂上金矿多种金矿化的发现     

杨昌华  刘星  罗荣生 《云南地质》2006,25(3):286-290

在不到10km^2的范围内，集中发现了滇黔桂金三角地区常见的多种矿化类型：微细粒浸染型金矿、不整合面上金矿（大厂层）、基性火山岩金矿、火山碎屑沉积型金矿、石英脉型金矿、现代河流沉积中的砂金，且存在不同的找矿标志。  相似文献   

GPS技术在三峡库区地质灾害专业监测中的应用     

伍岳  黄学斌  徐绍铨  程温鸣  李英冰 《测绘信息与工程》2006,31(5):16-17

分析了GPS监测在三峡库区地质灾害专业监测中的作用,设计并构建了三峡库区三级GPS监测网,满足了国家对库区地质灾害体监测预警的要求。  相似文献   

云南4个地震序列Q_c~(-1)值变化特征对比研究     

王伟君  刘杰 《地震》2006,(1)

对云南地区4个地震序列,分别为2000年姚安6.5级地震、2001年施甸5级震群、2001年永胜6.0级地震和2003年大姚6.2、6.1级震群,利用垂直向数字地震尾波分别计算地震序列周边台站3个频率段的Qc-1值,分析对比其时间演化趋势。发现对于主-余震型序列,主震后Qc-1值整体上变化幅度不大,趋于稳定。而对于震群(或双震)型序列,在第一个主震后,Qc-1值表现出上升-下降趋势,持续一段时间后强震发生。这些变化在序列周围的台站和三个频率段的变化整体趋势是一致的,但变化幅度不一致,可能与孕震区的位置和孕震应力的演变过程有关。上述研究为强余震的预报提供一个新的方法。  相似文献   

东平湖区域水资源开发利用浅析   总被引：1，自引：0，他引：1  

马传顺  亓玉峰  亓修增 《地下水》2006,28(2):9-10,45

本文介绍了东平湖区域概况、功能及特点,分析了东平湖区域水资源现状及存在问题并提出了对东平湖区域水资源可持续开发利用的途径.  相似文献   

辽河流域人发中重金属元素分布特征   总被引：4，自引：0，他引：4  

乌爱军  杨晓波马力于成广  王丹阳 《岩矿测试》2007,26(4):305-308

对辽河流域人发中重金属元素含量分布、分配规律研究结果表明：重金属元素尤其是铅、镉、汞、砷、铬元素，分布规律有很大相同之处，高含量数据点均围绕沈阳、锦州等重工业城市及阜新、柴河铅矿及其下游等地区分布，且城市居民平均含量明显高于乡村居民平均水平。通过进一步对典型污染区的研究发现：人发分布特征与背景环境有很大相关性，即土壤、浅层地下水、作物中重金属含量高的地区，人发中重金属含量亦较高。  相似文献   

Assessment of economic development for Three Gorges Reservior Area     

陈国阶 《中国地理科学(英文版)》1998,8(2):97-105

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