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31.
数字地震数据的处理研究—真实地面运动的复原 总被引:2,自引:1,他引:2
讨论了在频域中真实地面运动的复原问题,借助于一个稳定的六阶带通滤波器可使地震仪反演系统趋于稳定,最后由关分方程递归求出真实地动位移,结果表明,对同一个地震,不同的仪器其原始响应不同,但由其复原的真实地面运动结果却有相当好的一致性。这证明了所采用的复原方法的可用性。 相似文献
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从理论与模型算例两方面对一种以Parker公式为基础的频率域位场反演方法做了进一步深入研究。表明它是一种能够更有效地引入低通滤波因子的迭代方法。与改进的正则化稳定因子相结合,提出新的快速正则化反演方法。除了将其用于反演求解均质界面以外,它也被推广至变物性的界面反演以及物性反演 相似文献
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井间地震串联滤波波场分离方法 总被引:2,自引:0,他引:2
严又生 《物探化探计算技术》1997,19(3):210-215
本文根据井间地震波场响应以及多种波场分离方法的性能,采用基于K-L变换的特征向量滤波与中值滤波相结合的串联滤波方法分离井间地震观测到的上、下行反射波。数值计算结果表明:在波场分离过程中,由于同时综合考虑了地震波能量主分量分布以及反射波同相轴时差两个参数,使得分离效果明显、处理更为简便,具有滤波特征矢量的选取条件更为宽松、无需精确确定拉平轴的时间等特点。 相似文献
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Norbert Schwarzenbeck Ron Erley Belinda S. Mc Swain Peter A. Wilderer Robert L. Irvine 《洁净——土壤、空气、水》2004,32(1):16-24
Aerobic granular sludge was successfully cultivated in a sequencing batch reactor (SBR) treating wastewater from the malting process with a high content of particulate organic matter. At an organic loading rate of 3.2 kg/(m3 d) CODtotal and an influent particle concentration of 0.95 g/L MLSS an average removal of 50% in CODtotal and 80% in CODdissolved could be achieved. A comparison of granular and flocculent sludge grown under the same operating conditions showed no significant difference in removal efficiency although granules exhibited a higher metabolic activity in terms of specific oxygen uptake rate (rO2, X). Two distinct mechanisms of particle removal were observed for granular sludge: during initial granule formation, particles were incorporated into the biofilm matrix. For mature granules, a high level of protozoa growth on the granule surface accounted for the ability to remove particulate COD. Combined evaluation of the development in MLSS content and sludge bed settling rate (i.e., mean derivative of the normalized sludge volume) was found to be an adequate method for monitoring the characteristic settling properties of a granulizing sludge bed. By means of this method, a distinct substrate gradient out of several operating conditions was concluded to have the biggest impact on the formation of aerobic granular sludge. 相似文献
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Simultaneous identification of time and space variant dynamic soil properties during the 1995 Hyogoken-Nanbu earthquake 总被引:2,自引:0,他引:2
Time and space variant soil properties at a liquefied site were simultaneously identified in the time domain by using borehole array strong motion records. During soil liquefaction at a site, soils usually show a wide variety of non-linear behavior along the depth as well as non-stationary behavior. Strong ground motion records were obtained at Port Island borehole array observatory, Kobe, during the 1995 Hyogoken-Nanbu earthquake. In this study, the instrumented soil was modeled by the equivalent linear MDOF system, and an extended Kalman filter with local iteration was employed for the identification of the soils. The identification process was successfully conducted, and the stress–strain relationships of the soils at the liquefied site were obtained from different depths all at once. 相似文献
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This report presents a numerical investigation of the shear behavior of binary mixtures via a two-dimensional discrete element method. The effect of the coarse particle content on the peak shear strength of mixtures is investigated for different contact-type friction coefficients. A detailed analysis on the anisotropies enables us to understand the microscopic mechanisms that result in the dependency of the peak shear strengths on the coarse particle content. The contributions of different contact types to the peak shear strength are quantified. Lastly, the inter-particles structures are examined when the binary mixtures become coarse-particle-supported structures. 相似文献