高精度重磁勘探在推覆体下找煤中的应用   总被引：3，自引：0，他引：3  

袁照令  沈博  李大明  毛小平  曲赞  吴蓉元 《物探与化探》1999,23(4):283-288,295

应用高精度重磁勘探方法解决在推覆体下找煤问题.利用磁异常研究辉绿岩体的赋存状态,肯定了推覆体的存在;根据重力异常及数据处理结果研究推覆体下煤系地层的分布,指出太山-许台重力低带是测区内找煤最为有利的靶区.高精度重磁勘探是推覆体下寻找煤系地层前期勘探的有效手段之一.  相似文献   

划分重磁区域异常与局部异常的一种方法泛克立格法   总被引：2，自引：0，他引：2  

余生晨  刘大有  孙莉民 《物探化探计算技术》1999,21(1):35-44

在重（磁）资料的分析处理中,经常需要划分区域异常与局部异常。本文对用于矿床品位预测的方法—泛克立格法加以改进、完善,使其适合于求重（磁）资料的区域异常与局部异常。根据某点周围若干个信息点上的重（磁）观测数据估计出该点处的区域异常值,而且这种估计是在满足线性、无偏、最小估计方差条件下求得的。从重（磁）观测数据中减去区域异常就可得到局部异常,这就是泛克立格法。它比经常用来划分区域异常与局部异常的方法—趋势分析方法有许多优点。趋势分析方法只是泛克立格法的一个特例。在本文中,作者还提出在小范围内,重力区域异常适合于用一次多项式拟合;而磁法区域异常适合于用二次多项式拟合的观点  相似文献   

重力场中的大地奇异性问题     

王东明  朱灼文 《武汉大学学报(信息科学版)》1999,(2)

研究了大地奇异性对大地测量的影响及重力场在大地奇点附近的结构,揭示了奇异性的本质。  相似文献   

北京地区重磁数据计算机图像处理及地质效果   总被引：2，自引：1，他引：1  

苏红旗  王西华 《地质与勘探》1999,35(4):39-41

介绍了对北京地区重力和磁力数据进行计算机图像处理的技术及流程,解译了重磁数据图像处理结果,分析了重磁数据计算机图像处理的地质效果,得到了一些对北京地区成矿预测有益的新认识  相似文献   

赤道中、东太平洋表层流速20d振荡特征分析   总被引：3，自引：3，他引：0  

王凡  吴德星 《海洋与湖沼》1999,30(3):333-341

通过对1985年1月1日—1986年12月31日沿赤道5个锚定浮标站表层流速资料的分析,发现在140°W与108°W之间表层流速v存在一周期约为20d的显著振荡。该振荡是由波长约2000km、以1.15-1.23m／s的波速向西传播的波动引起的。该波动被推断为第二斜压模态混合Rossby惯性重力波。带通滤波和低通滤波结果表明,以110°W测站为例,20d振荡流速构方根为21.8cm／s（纬向）和22.1cm／s（经向）;单一流速振幅的特征值为30-50cm／s,最大振幅可达70cm／s;u季节变化的均方根小于17cm／s,v无明显季节变化。年平均流速通常小于5cm／s。以上各统计量表明,20d周期波动引起的v振荡在赤道东太平洋表层流速变化中非常显著。  相似文献   

Dynamic soil–structure interaction analysis via coupled finite-element–boundary-element method     

M. Yazdchi  N. Khalili  S. Valliappan 《Soil Dynamics and Earthquake Engineering》1999,18(7):502

In this paper, a study on the transient response of an elastic structure embedded in a homogeneous, isotropic and linearly elastic half-plane is presented. Transient dynamic and seismic forces are considered in the analysis. The numerical method employed is the coupled Finite-Element–Boundary-Element technique (FE–BE). The finite element method (FEM) is used for discretization of the near field and the boundary element method (BEM) is employed to model the semi-infinite far field. These two methods are coupled through equilibrium and compatibility conditions at the soil–structure interface. Effects of non-zero initial conditions due to the pre-dynamic loads and/or self-weight of the structure are included in the transient boundary element formulation. Hence, it is possible to analyse practical cases (such as dam–foundation systems) involving initial conditions due to the pre-seismic loads such as water pressure and self-weight of the dam. As an application of the proposed formulation, a gravity dam has been analysed and the results for different foundation stiffness are presented. The results of the analysis indicate the importance of including the foundation stiffness and thus the dam–foundation interaction.  相似文献   

Structure of Réunion Island (Indian Ocean) inferred from the interpretation of gravity anomalies     

Barbara Malengreau  Jean-Franois Lnat  Jean-Luc Froger 《Journal of Volcanology and Geothermal Research》1999,88(3):347

Réunion is a volcanic edifice whose origin is related to a hot spot in the Indian Ocean. Only 3% of its volume is emergent. Many geological and geophysical studies were carried out on Réunion Island during the 1980's but few of them allow study of the internal structure of the edifice. Several gravity surveys have been carried out on the island since 1976 and we have compiled the available data set. The lack of data on the western side of the island led us to conduct a regional survey in 1993 to obtain a more homogeneous distribution of the stations. Computation of Bouguer anomalies for different correction densities accounts for the variable density of the rocks constituting the edifice and provides a distribution of gravity anomalies interpreted as dense bodies of intrusive rocks inside the edifice. Two very large intrusive complexes can be unambiguously recognised: one beneath Piton des Neiges and one beneath the Grand Brûlé area. Both have been penetrated by geothermal exploration drill holes and the first is also known from outcrop observations. 2.5D simple models were constructed to reveal the geometry and extent of the buried intrusives. They are deeply rooted, extending several kilometres below sea level, and extensive (20–25 km long and 10–13 km wide for the Piton des Neiges complex, 12–15 km long and some kilometres wide for the Grand Brûlé complex). The development of such complexes implies that the activity of the two volcanic centres was long lasting and remained stable while the volcanoes were growing. The Grand Brûlé complex has been interpreted as relics of an old volcano named Alizés Volcano. The interpretation of the gravity maps suggests the presence of a ridge of dense rocks to the North of the axis joining the centres of Piton des Neiges and Piton de la Fournaise volcanoes. By analogy with the other structures, 2.5D models show that this structure would culminate between 0 and 1 km below sea level and be 15 km wide. This complex induces a maximum anomaly in Takamaka Valley and we thus propose to name it Takamaka Volcano. No geological evidence of the nature of these dense rocks is available but the ridge coincides with structures revealed by magnetic and seismic data. Interpretation of the Bouguer anomaly maps suggests that the inner gravity structure of Piton de la Fournaise is not characterised by the presence of a voluminous dense body but probably by more restricted concentrations of dense rocks. Some structures can be recognised: along the present NE and SE rift zones and in the previous central part of Piton de la Fournaise to the West of the present summit. The recent eastward migration of the centre of activity of Piton de la Fournaise accounts for the lack of a large positive anomaly beneath the active craters.  相似文献   

用超导重力仪的潮汐观测资料研究海潮模型   总被引：19，自引：4，他引：15  

孙和平  许厚泽  罗少聪  徐建桥 《测绘学报》1999,28(2):115-120

系统研究了潮汐观测资料中海潮模型的适应性问题,用基于数值离散褶积积分方法获得的海潮负荷对武昌超导重务仪观测资料作负荷改正。结果说明,海潮负荷改正后的重力场观测残差大大降低了,与理论潮汐参数模型相比,８个主要潮流的平均振幅因子由改正前的１．３８％降至０．１３％和０．２６％。  相似文献   

气象用重力加速度计算方法的研究   总被引：2，自引：0，他引：2  

周维新  李建英  丘其宪 《气象》1999,25(6):3-7

发现使用了几十年的《气象常用表》重力计算公式有较大的误差;对ＷＭＯ推荐的气象用重力计算公式进行了讨论,指出公式中对Ｈ’的定义是错误的;实例验证证明用布格修正法获得的重力值可以满足气压观测的准确度要求。最后提出了３点建议。  相似文献   

Key signatures of turbidite and sandy debris and core examples in Liaohe Basin          下载免费PDF全文

Yang Ke  Zhu Xiao-Min  Liu Yu  Liu Xing-Zhou  Guo Feng 《古地理学报》1999,22(3):483-492

Gravity flow is a widely-distributed fluid type in nature. Various classification schemes of gravity flow are proposed by different researchers from different viewpoints. The scheme of turbidity flow and debris flow is adopted in this paper. The sedimentary characteristics of turbidite and sandy debrite are summarized and discussed to clarify most typical facies marks of these two rock types. The study shows that turbidite and sandy debris can be identified by the following typical characteristics during the outcrop and core observation: If the graded bedding is developed in sandstone,it should be identified as turbidite;if the muddy rip-up clast or no bedding structure(massive sandstone)is developed in sandstone,it should be identified as sandy debris. These characteristics are the most reliable signatures to distinguish turbidite and sandy debris. In addition,some other sedimentary structures such as deformation bedding,climbing ripple cross bedding,wavy bedding,parallel bedding,scouring surface,lithologic abrupt interface,and flute cast also have certain indicative significance. It is necessary to make a comprehensive judgment based on the sedimentary background,vertical combination of lithofacies,geophysics and other materials when these characteristics are presented in the study.  相似文献