西北地区近期地壳水平运动与构造变形特征   总被引：3，自引：0，他引：3  

张希  刘文义  王双绪  王文萍  张晓亮  崔笃信  薛富平 《中国地震》2006,22(1):43-55

利用截止2004年的西北地区GPS和跨祁连-龙首山构造带的红外测距观测资料，借助最小二乘配置、弹性块体边界负位错模型及单一力源反演，研究昆仑山口西8．1级大震前后西北地区水平形变应变场的动态演化特征；尤其是大震3年后，即当前的构造形变与应力场态势；获取活动块体及其边界断裂上可能反映中强以上孕震背景的高应变能积累区、段，以及可能的潜在震源。结果表明：青藏块体北缘地区经8．1级大震后的短期松弛和调整，目前正在恢复印度板块北东向碰撞推挤背景场的主控作用。而北天山构造带中段及其与西段的交汇区、南天山构造带中西段及其与西昆仑构造带的交汇区、阿尔金断裂中段、祁连山构造带中东段及其与海原断裂的交汇区、西秦岭北缘断裂与庄浪河断裂东南延伸线的交汇区域等具有相对高应变能积累背景；临泽与海原这两个地区也反映一定程度的应变能积累状态。  相似文献   

逐步逼近曲化平方法研究   总被引：2，自引：1，他引：2       下载免费PDF全文

刘金兰  王万银  于长春 《地球物理学报》2007,50(5):1551-1557

位场资料的常规处理解释方法是建立在平面数据理论之上的，然而实际的位场数据大多为曲面数据，若把曲面数据当成平面数据进行处理，必然导致很大的误差，因此有必要进行“曲化平”处理. 曲化平目前存在的主要问题是计算精度低、计算量大，因此，研究快速、精度高且适合大数据量处理的曲化平方法具有重要的价值. 本文在已有的泰勒级数曲化平方法基础上提出了逐步逼近技术和平均平面技术，使得曲面位场资料处理的精度得到了很大提高. 最后通过理论模型和实际资料的处理验证了该方法的应用效果.  相似文献   

塔里木盆地喀什凹陷北缘烃源岩潜力探讨   总被引：1，自引：0，他引：1  

达江  宋岩  赵孟军  傅国友  杨芝林 《新疆地质》2007,25(1):77-80

对喀什凹陷北缘烃源岩进行了综合评价分析,通过对喀什凹陷北缘3套潜在烃源岩的分布、有机质丰度、类型、成熟度的对比分析,认为喀什凹陷北缘石炭系海相碳酸盐岩分布有限,综合评价指标较差,为非烃源岩;二叠系海陆过渡相泥岩分布较广,为差烃源岩;侏罗系煤系源岩分布虽然局限,但是厚度大,评价指标好,是喀什凹陷主要的烃源岩.石炭系碳酸盐岩和二叠系泥岩不具备为大中型气田提供烃源的潜质.  相似文献   

Delineation of potential groundwater zones based on multicriteria decision making technique          下载免费PDF全文

Dinagarapandi Pandi  Saravanan Kothandaraman  Mohan Kuppusamy 《地下水科学与工程》2020,8(2):180-194

Groundwater is the most prioritized water source in India and plays an indispensable role in India's economy. The groundwater potential mapping is key to the sustainable groundwater development and management. A hybrid methodology is applied to delineate potential groundwater zones based on remote sensing, geographical information systems(GIS) and analytic hierarchy process(AHP) as on multicriteria decision making. For the purpose of demonstrating field application, Chittar watershed, Tamilnadu, India is studied as an example. The important morphological characteristics considered in the study are lithology, geomorphology, lineament density, drainage density, slope, and Soil Conservation Service–Curve Number(SCS-CN). These six thematic layers are generated in a GIS platform. Based on intersecting the layers, AHP method, the values for adopting the pairwise comparison normalized weight and normalized subclasses weightage were given. The normalized subclass weightage is input into each layer subclass. Then, weighted linear combination method is used to add the data layers in GIS platform to generate groundwater potential Index(GWPI) map. The GWPI map is validated based on the net recharge computed from the differences of measured groundwater levels between the pre-monsoon and post-monsoon in the year 2018. The kappa statistics are used to measure level spatial consistency between the GWPI and net recharge map. The overall average spatial matching accuracy between the two data sets is 0.86, while the kappa coefficient for GWPI with net recharge, 0.78. The results show that in Chittar watershed about 870 km~2 area is divided into high potential zone(i.e. sum of very high and high potential zone), 667 km~2 area, as the moderate one and the rest 105 km~2 area, as the poor zone(i.e. sum of very poor and poor potential zone).  相似文献   

南北地震带地震活动分析   总被引：5，自引：0，他引：5  

韩守琪 《内陆地震》1998,12(1):36-43

在综合分析有关南北地震带研究成果的基础上重点分析了南北地震带活动特征;根据该带地震活动特点和规律提出了南北地震带目前处于新的活动期;预测了今后发生强震的潜在危险区（段）为南北地震带的中北段。  相似文献   

Delineation of Potential Seismic Source Regions of Moderately Strong Earthquakes Without Seismogenic Tectonics     

Hu Yinlei  Zhang YumingDepartment of Civil  Structural Engineering  The University of Hong Kong  Hong Kong Institute of Geology  State Seismological Bureau  Beijing    China 《中国地震研究》1998,(2)

In this paper,approaches are developed to delineate the potential seismic source regions of moderately strong earthquakes that do not have clear seismotectonic settings.Based on comprehensive analysis of regional tectonic backgrounds and seismicity,the data,such as isoseisrnals,spatial distribution of after shocks,regional tectonic stress field,and focal mechanisms,are employed for the delineation of the potential seismic source regions.The reliability of such potential seismic source regions is also discussed.  相似文献   

试论工程场地砂土液化的综合评判——以福-泉高速公路长乐营前三汊港特大桥为例     

黄莉菁  王善雄 《福建地震》1998,(2)

本文以对营前特大桥桥位区的砂土液化的综合评判为例子,提出砂土液化必须运用定值准则的概念与方法并结合各种宏观液化势判定手段进行综合评判,文中还针对水下孔的水位取值进行了讨论。  相似文献   

Velocity potential formulations of highly accurate Boussinesq-type models     

Harry B. Bingham  Per A. Madsen  David R. Fuhrman 《Coastal Engineering》2009

The highly accurate Boussinesq-type equations of Madsen et al. (Madsen, P.A., Bingham, H.B., Schäffer, H.A., 2003. Boussinesq-type formulations for fully nonlinear and extremely dispersive water waves: Derivation and analysis. Proc. R. Soc. Lond. A 459, 1075–1104; Madsen, P.A., Fuhrman, D.R., Wang, B., 2006. A Boussinesq-type method for fully nonlinear waves interacting with a rapidly varying bathymetry. Coast. Eng. 53, 487–504); Jamois et al. (Jamois, E., Fuhrman, D.R., Bingham, H.B., Molin, B., 2006. Wave-structure interactions and nonlinear wave processes on the weather side of reflective structures. Coast. Eng. 53, 929–945) are re-derived in a more general framework which establishes the correct relationship between the model in a velocity formulation and a velocity potential formulation. Although most work with this model has used the velocity formulation, the potential formulation is of interest because it reduces the computational effort by approximately a factor of two and facilitates a coupling to other potential flow solvers. A new shoaling enhancement operator is introduced to derive new models (in both formulations) with a velocity profile which is always consistent with the kinematic bottom boundary condition. The true behaviour of the velocity potential formulation with respect to linear shoaling is given for the first time, correcting errors made by Jamois et al. (Jamois, E., Fuhrman, D.R., Bingham, H.B., Molin, B., 2006. Wave-structure interactions and nonlinear wave processes on the weather side of reflective structures. Coast. Eng. 53, 929–945). An exact infinite series solution for the potential is obtained via a Taylor expansion about an arbitrary vertical position z = zˆ. For practical implementation however, the solution is expanded based on a slow variation of zˆ and terms are retained to first-order. With shoaling enhancement, the new models obtain a comparable accuracy in linear shoaling to the original velocity formulation. General consistency relations are also derived which are convenient for verifying that the differential operators satisfy a potential flow and/or conserve mass up to the order of truncation of the model. The performance of the new formulation is validated using computations of linear and nonlinear shoaling problems. The behaviour on a rapidly varying bathymetry is also checked using linear wave reflection from a shelf and Bragg scattering from an undulating bottom. Although the new models perform equally well for Bragg scattering they fail earlier than the existing model for reflection/transmission problems in very deep water.  相似文献   

The determination of potential difference by the joint application of measured and synthetical gravity data: a case study in Hungary   总被引：1，自引：1，他引：0  

Gábor Papp  Erika Szeghy  Judit Benedek 《Journal of Geodesy》2009,83(6):509-521

In an elementary approach every geometrical height difference between the staff points of a levelling line should have a corresponding average g value for the determination of potential difference in the Earth’s gravity field. In practice this condition requires as many gravity data as the number of staff points if linear variation of g is assumed between them. Because of the expensive fieldwork, the necessary data should be supplied from different sources. This study proposes an alternative solution, which is proved at a test bed located in the Mecsek Mountains, Southwest Hungary, where a detailed gravity survey, as dense as the staff point density (~1 point/34 m), is available along a 4.3-km-long levelling line. In the first part of the paper the effect of point density of gravity data on the accuracy of potential difference is investigated. The average g value is simply derived from two neighbouring g measurements along the levelling line, which are incrementally decimated in the consecutive turns of processing. The results show that the error of the potential difference between the endpoints of the line exceeds 0.1 mm in terms of length unit if the sampling distance is greater than 2 km. Thereafter, a suitable method for the densification of the decimated g measurements is provided. It is based on forward gravity modelling utilising a high-resolution digital terrain model, the normal gravity and the complete Bouguer anomalies. The test shows that the error is only in the order of 10⁻³mm even if the sampling distance of g measurements is 4 km. As a component of the error sources of levelling, the ambiguity of the levelled height difference which is the Euclidean distance between the inclined equipotential surfaces is also investigated. Although its effect accumulated along the test line is almost zero, it reaches 0.15 mm in a 1-km-long intermediate section of the line.  相似文献   

Ensemble flood risk assessment in Europe under high end climate scenarios     

《Global Environmental Change》2015

At the current rate of global warming, the target of limiting it within 2 degrees by the end of the century seems more and more unrealistic. Policymakers, businesses and organizations leading international negotiations urge the scientific community to provide realistic and accurate assessments of the possible consequences of so called “high end” climate scenarios.This study illustrates a novel procedure to assess the future flood risk in Europe under high levels of warming. It combines ensemble projections of extreme streamflow for the current century based on EURO-CORDEX RCP 8.5 climate scenarios with recent advances in European flood hazard mapping. Further novelties include a threshold-based evaluation of extreme event magnitude and frequency, an alternative method to removing bias in climate projections, the latest pan-European exposure maps, and an improved flood vulnerability estimation.Estimates of population affected and direct flood damages indicate that by the end of the century the socio-economic impact of river floods in Europe is projected to increase by an average 220% due to climate change only. When coherent socio-economic development pathways are included in the assessment, central estimates of population annually affected by floods range between 500,000 and 640,000 in 2050, and between 540,000 and 950,000 in 2080, as compared to 216,000 in the current climate. A larger range is foreseen in the annual flood damage, currently of 5.3 B€, which is projected to rise at 20–40 B€ in 2050 and 30–100 B€ in 2080, depending on the future economic growth.  相似文献