青海龙羊峡超低频电磁辐射在中强震前的短期(短临)异常特征及单台预报效能     

马玉虎  马文静  李北海  都昌庭 《内陆地震》2003,17(4):337-342

根据青海龙羊峡电磁台自1991年9月以来的资料，对电磁波辐射在震前的异常特征进行了分析总结。地震往往发生在电磁波异常结束后，电磁波在一组异常中出现显著异常是地震进入短期(短临)异常的主要特征。显著异常判断指标是一次地震中异常幅度(产生的场强)最大的或异常持续时间最长的异常。通过对有震异常、无震异常和漏报的统计，龙羊峡电磁波辐射的预报效能并不高。  相似文献   

双频偶极激电法在李坝金矿区的应用效果   总被引：2，自引：3，他引：2  

李公正 《矿产与地质》2003,17(4):545-548

李坝金矿区金矿(化)体与断裂构造密切相关，但区内构造复杂，第四系黄土覆盖层厚，必须运用物探方法寻找隐伏矿(化)体并解决断裂构造问题。根据矿化岩石与围岩幅频率之间存在明显盖异的特征，选用双频偶极激电方法测量，结果表明：双频偶极激电法在李坝金矿区可直接发现金矿(化)体，并根据Fs异常的平面分布特征可推断隐伏的断裂构造。  相似文献   

Estimation of 2-D and 3-D Fracture Densities from 1-D Data - Experimental and Field Results     

RobertD.JACOBI 《《地质学报》英文版》2003,77(4):491-503

2-D and 3-D densities of fractures are commonly used in mining safety design, natural gas and oil production in fractured reservoirs, and the characterization of subsurface flow and transportation systems in fractured rocks. However, many field data sets are collected in 1-D frequency (f) (e.g., scanlines and borehole data). We have developed an ARC/ INFO-based technology to calculate fracture frequency and densities for a given fracture network. A series of numerical simulations are performed in order to determine the optimal orientation of a scanline, along which the maximum fracture frequency of a fracture network can be obtained. We calculated the frequency (f) and densities (both D1 and D2) of 36 natural fracture trace maps, and investigated the statistical relationship between fracture frequency and fracture density D1, i.e. D1=1.340f+ 0.034. We derived analytical solutions for converting dimensional density (D1) to non-dimensional densities (D2 and D3) assuming that fracture length distribution f  相似文献   

牙轮钻头振动规律分析          下载免费PDF全文

张艺伟  杨海波  赵德云  杨跃波 《探矿工程》2002,(4):29-30

通过大量的实验数据，对三牙轮钻头在井底振动时干扰力的幅值和频率进行了全面而细致的分析，摸索出了其在井底的振动规律，提高了井下钻具动力学分析的准确度，可在一定程度上减少钻具失效、节约钻井成本。  相似文献   

甚低频电磁法对脉状矿床勘查评价的意义——以金、铅锌(银)和萤石矿为例   总被引：11，自引：2，他引：11  

白大明  聂凤军  江思宏 《矿床地质》2002,21(4):408-413

脉状矿床是重要的矿床类型之一。其矿体往往赋存于断裂构造之中，甚低频电磁法（VLF-EM）以其成本低廉、轻便高效，以及对脉状矿（化）体特有的灵敏性而具有特色。文章通过对以脉状形式产出的金、铅锌（银）及萤石矿的VLF-EM找矿勘查实例，探讨了VLF-EM对这类矿床勘查的有效性和优越性，结果表明该方法对脉状矿床勘查评价有重要意义。  相似文献   

银川盆地晚第四纪孢粉记录的快速气候波动事件   总被引：2，自引：0，他引：2       下载免费PDF全文

范淑贤郑宏瑞  刘平贵郭盛乔 《中国地质》2002,29(4):431-434

笔者根据CK1孔孢粉研究结果，分析了银川盆地15万年以来的万年尺度和千年尺度的气候波动事件，并利用频谱分析方法得到银川盆地沉积物孢粉记录的气候变化周期。经研究认为，这种万年尺度周期变化的气候波动可与高纬度地区米兰科维奇的规道变化相对比，而千年尺度准周期可与D/O相对应，它反映银川盆地存在着万年尺度和千年尺度的气候波动事件。  相似文献   

Tri-frequency spectrum method and results for resolving the parameters of Earth’s liquid core free nutation     

Xiang&#;e Lei  Houze Xu 《中国科学D辑(英文版)》2002,45(4):325-336

The parameters of Earth free core nutation (FCN) are two relatively significant geophysical parameters. Sasao et al. (1980) and Wahr and Bergen (1986) provided the theoretical estimation values of FCN parameters. Gwinn, Herring and Shapiro (1987) first obtained the observational values of FCN parameters by very long base Interference (VLBI) at Cambridge University. In the same year, Neuberg and Zürn in former West Germany and Hinderer in France began to retrieve FCN parameters by the observation of gravity tides and introduced the stacking method. The other scholars who researched into the same geophysical problems by applying the data of gravity tides basically followed the stacking method. The results they reached were similar to the observational result of FCN parameters given by Neuberg et al. in 1987. But the observational results of FCN parameters gained from gravity tides were not identical with those from VLBI, mainly because of the large difference of quality of FCN. So there was not an affirmative observational result of FCN parameters since then. In this paper, The authors firstly introduce the tri-frequency spectrum method with clearly geometrical and geophysical meaning for the resolution of FCN parameters, and the observational results of FCN parameters obtained from tide data at three superconducting gravity stations were accordant with those from VLBI, which will be relatively important to arriving at a certain observational result of FCN parameters.  相似文献   

Tri-frequency spectrum method and results for resolving the parameters of Earth's liquid core free nutation     

雷湘鄂  许厚泽 《中国科学D辑(英文版)》2002,45(4)

The parameters of Earth free core nutation (FCN) are two relatively significant geophysical parameters. Sasao et al. (1980) and Wahr and Bergen (1986) provided the theoretical estimation values of FCN parameters. Gwinn, Herring and Shapiro (1987) first obtained the observational values of FCN parameters by very long base Interference (VLBI) at Cambridge University. In the same year, Neuberg and Zürn in former West Germany and Hinderer in France began to retrieve FCN parameters by the observation of gravity tides and introduced the stacking method. The other scholars who researched into the same geophysical problems by applying the data of gravity tides basically followed the stacking method. The results they reached were similar to the observational result of FCN parameters given by Neuberg et al. in 1987. But the observational results of FCN parameters gained from gravity tides were not identical with those from VLBI, mainly because of the large difference of quality of FCN. So there was not an affirmative observational result of FCN parameters since then. In this paper, The authors firstly introduce the tri-frequency spectrum method with clearly geometrical and geophysical meaning for the resolution of FCN parameters, and the observational results of FCN parameters obtained from tide data at three superconducting gravity stations were accordant with those from VLBI, which will be relatively important to arriving at a certain observational result of FCN parameters.  相似文献   

Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon   总被引：1，自引：0，他引：1  

M. V. Kostadinov  I. Towhata   《Soil Dynamics and Earthquake Engineering》2002,22(4)

It is recognized that soil improvement techniques are not economically feasible for mitigation of liquefaction-induced lifeline damages because of the large areas served. Instead, it is more practical to execute an emergency action immediately after an earthquake in order to prevent or minimize possible lifeline failures caused by the soil liquefaction. Essential element in the implementation of such a plan is the real-time identification of liquefied sites, which can be successfully achieved by analyzing surface strong motion records. In this paper, the thresholds of two ground motion parameters—the peak surface velocity and horizontal shaking frequency of the ground—that are associated with the soil liquefaction are assessed utilizing the theory of one-dimensional wave propagation in linearly elastic medium. Obtained simple expressions for both parameters are used to estimate their ranges and are examined against several case histories. Minimum level of peak ground velocity (PGV) is verified by experimental data from shaking-table test. Linear relationships between amplitude ground motion parameters at liquefied-soil sites are also developed. Results suggest that liquefaction is likely to take place when PGV exceeds 0.10 m/s and that the upper bound of horizontal ground vibration frequency after liquefaction occurrence is 1.3–2.3 Hz.  相似文献   

The effects of survey frequency on estimates of scour and fill in a braided river model     

John B. Lindsay  Peter E. Ashmore 《地球表面变化过程与地形》2002,27(1):27-43

An erratum has been published for this article in Earth Surface Processes and Landforms 27(7) 2002, 795. Estimates of scour and fill in rivers that are derived by differencing topographic surfaces are known to be negatively biased by local compensation of scour and fill between surveys but the magnitude of bias is not well known. This study examines the effect of survey frequency on volumes of scour and fill over a period of active channel braiding in a small‐scale river model. A 100 min, high temporal resolution time series of digital elevation models is artificially coarsened by selectively removing models. The resulting four overlapping time series have survey intervals of 10 min, 20 min, 50 min and 100 min. Cumulative scour and fill volumes for the 100 min period are compared between the four series. It is concluded that the decay in measured volumes of scour and fill with increased survey interval can be described using inverse functions. Cumulative scour–fill volumes are approximately 420 per cent greater over the study period for 10 min survey intervals than for a 100 min interval. After the 100 min period of competent flow, nearly 65 per cent of the channel area experienced significant compensation of scour and fill. Several compensation mechanisms were identified in association with braided channel kinetics, including lateral channel migration, the migration of bed forms, and channel avulsion. It is demonstrated that by negatively biasing scour, fill and net estimates, this error significantly affects morphological approaches to the estimation of bed load sediment transport. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献