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131.
Measurement and research method of metallogenic depths of Jiaojia orefield and Linglong orefield Shandong Province, China 总被引:1,自引:0,他引:1
Guxian Lü 《中国科学D辑(英文版)》1997,40(5):449-455
Taking the contribution of the tectonic force to the total hydrostatic pressure into account, the author puts forward a new
method on the calculation of the depth of petrogenesis and metallogenesis which is summarized as follows: first the tectonic
added hydrostatic pressured Ps is subtracted from the total hydrostatic pressure P, then using their difference Pr, according to the general method the depth of petrogenesis and metallogenesis can be determined in consideration of lateral
constraint.
By the new method the following data on the depths of the metallogenesis are obtained: 2 243.6 m (No. I and No. II veins with
metallogenic epoch of 105 Ma) and 1 632. 38 m (No. III vein with 105 Ma) for Jiaojia orefield, and 3 454.97 m (NE-trending
zone with 213.2 Ma), 1 902.79 III (ENE-trending zone with 100.28 Ma), 1 090.97 m (NE-trending zone with 80.67 Ma) and 720.55
m (NNE-trending zone with 71.86 Ma) for Linglong orefield.
Project supported by the Foundation of the State Planning Commission, China and the Foundation of the State Science and Technology
Commission, China. 相似文献
132.
133.
吉林-日本区深震特征及板块俯冲图像分析 总被引:2,自引:0,他引:2
根据USCS地震资料:分析了吉林-日本深震区地震的深度特征.结果表明:吉林-日本深震区地震位于太平洋板块与欧亚大陆板块的交界带上.其北支地震活动强于南支.同时也揭示了该区地震深度、地震频次以及地震能量之间的关系.指出其最容易发生强震的地震层位在570-580km左右。由深度资料推断板块间的作用方式,太平洋板块向欧亚大陆的挤压是一个由浅入深的过程,在不同的部位其俯冲角度与俯冲距离是不一样的,一般来说,倾角越大,俯冲越陡.水平延伸距离越短;反之,倾角越小.俯冲越平缓,水平延伸距离越长。 相似文献
134.
对于大多数速度场,地震波沿射线传播的初至波走时,可以用有限差分外推的方法在二维或三维数值网格上计算出来. 在保证精度的条件下,为提高计算效率和适应性,本文推导了基于任意矩形网格和局部平面波前近似的有限差分初至波走时计算方法. 另外,该方法对首波和散射波做了合适的处理,而且不会碰到传统射线法存在的阴影区和焦散区等问题. 简单模型和复杂的Marmousi模型试算的结果表明,该方法精度较高并适用于强纵、横向变速的复杂介质. 基于该方法的Kirchhoff叠前深度偏移, 在主要构造和目的层位置的成像效果上基本达到了波动方程法叠前深度偏移的位置成像效果. 由于未考虑续至波等有效能量,在成像的保幅性上不如波动方程法叠前深度偏移的效果,但其计算效率则明显高于全格林函数法和波动方程法. 相似文献
135.
Broadband solar irradiance data obtained in the spectral range 400–940 nm at Kwangju, South Korea from 1999–2000 have been analyzed to investigate the effects of cloud cover and atmospheric optical depth on solar radiation components. Results from measurements indicate that the percentage of direct and diffuse horizontal components of solar irradiance depend largely on total optical depth (TOD) and cloud cover. During summer and spring, the percentages of diffuse solar irradiance relative to the global irradiance were 5.0% and 4.9% as compared to 2.2% and 3.0% during winter and autumn. The diffuse solar irradiance is higher than the direct in spring and summer by 24.2%, and 40.6%, respectively, which may largely be attributed to the attenuation (scattering) of radiation by heavy dust pollution and large cloud amount. In cloud-free conditions with cloud cover ≤2/10, the fraction of the direct and diffuse components were 66.0% and 34.0%, respectively, with a mean daily global irradiance value of 7.92±2.91 MJ m−2 day−1. However, under cloudy conditions (with cloud cover ≥8/10), the diffuse and direct fractions were 97.9% and 2.2% of the global component, respectively. The annual mean TOD under cloudless conditions (cloud cover≤2/10) yields 0.74±0.33 and increased to as much as 3.15±0.67 under cloudy conditions with cloud amount ≥8/10. An empirical formula is derived for estimating the diffuse and direct components of horizontal solar irradiance by considering the total atmospheric optical depth (TOD). Results from statistical models are shown for the estimation of solar irradiance components as a function of TOD with sufficient accuracy as indicated by low standard error for each solar zenith angle (SZA). 相似文献
136.
Paschalis Apostolidis Dimitrios Raptakis Zafeiria Roumelioti Kyriazis Pitilakis 《Soil Dynamics and Earthquake Engineering》2004,24(1):49-67
Array measurements of microtremors at 16 sites in the city of Thessaloniki were performed to estimate the Vs velocity of soil formations for site effect analysis. The spatial autocorrelation method was used to determine phase velocity dispersion curves in the frequency range from 0.8–1.5 to 6–7 Hz. A Rayleigh wave inversion technique (stochastic method) was subsequently applied to determine the Vs profiles at all the examined sites. The determination of Vs profiles reached a depth of 320 m. Comparisons with Vs values from cross-hole tests at the same sites proved the reliability of the SPAC method. The accuracy of the Vs profiles, the ability to reach large penetration depths in densely populated urban areas and its low cost compared to conventional geophysical prospecting, make Mictrotremor Exploration Method very attractive and useful for microzonation and site effects studies. An example of its application for the site characterization in Thessaloniki is presented herein. 相似文献
137.
Maps are presented of the spatial distribution of two‐dimensional bedload transport velocity vectors. Bedload velocity data were collected using the bottom tracking feature of an acoustic Doppler current pro?ler (aDcp) in both a gravel‐bed reach and a sand‐bed reach of Fraser River, British Columbia. Block‐averaged bedload velocity vectors, and bedload velocity vectors interpolated onto a uniform grid, revealed coherent patterns in the bedload velocity distribution. Concurrent Helley‐Smith bedload sampling in the sand‐bed reach corroborated the trends observed in the bedload velocity map. Contemporaneous 2D vector maps of near‐bed water velocity (velocity in bins centered between 25 cm and 50 cm from the bottom) and depth‐averaged water velocity were also generated from the aDcp data. Using a vector correlation coef?cient, which is independent of the choice of coordinate system, the bedload velocity distribution was signi?cantly correlated to the near‐bed and depth‐averaged water velocity distributions. The bedload velocity distribution also compared favorably with variations in depth and estimates of the spatial distribution of shear stress. Published in 2004 by John Wiley & Sons, Ltd. 相似文献
138.
Introduction Now, shallow seismic reflection wave technique has been used extensively in geological ex-plorations of bridge, dam, high building and so on. Since shallow seismic reflection wave tech-nique is often implemented in industrial zone or city with dense population, the background dis-turbance including industrial noise, life noise, etc is very serious. Furthermore, the disturbance of seismic source is also serious due to short array length and offset of the method. In general, shal-lo… 相似文献
139.
140.