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从岩矿石激电效应的电化学机理出发,通过研究矿物-溶液界面离子的运动规律,给出了描述离子浓度的暂态变化和空间变化的有关偏微分方程．根据界面双电层结构理论以及方程组的稳态解,导出了描述激电效应的非线性扩散方程,给出相应的初始与边界条件,提出了一种激电理论模型．用有限差分法对方程分别在时间域和频率域进行了数值计算,显示了岩矿石的激发极化特性．数值计算结果表明,这一激电理论模型不论是在时间域、频率域还是在小电流激励下的线性区及大电流激励下的非线性区都能很好地描述激电现象． 相似文献
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《应用地球物理》2016,(1)
传统的复电阻率法二维正演是基于泊松方程完成的,而实际的频谱激电数据包括激电效应和电磁效应双重作用的影响,特别是频率较高时电磁效应甚至大于激电效应,因此只考虑激电效应的做法会降低反演结果的可靠性。本文的研究从麦克斯韦方程出发,引入Cole-Cole模型,同时考虑了激电效应和电磁效应,采用有限单元法实现了复电阻率法二维数值模拟。反演采用二维数据空间OCCAM方法,通过施加不同的模型光滑约束和参数界限约束,利用多排列电场数据同时反演Cole-Cole模型四个参数,既提高了反演的稳定性又降低了反演的多解性。为了提高计算效率,我们选用MPI实现了频谱激电二维正反演并行算法。通过理论模型的试算,对比串行程序和并行程序的计算结果和效率,验证了并行算法的稳定性、可靠性和高效性。 相似文献
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《地球物理学进展》2017,(2)
复电阻率法(CR)又称为频谱激电法(SIP),是一种重要的激电分支方法,在矿产勘查中应用非常广泛.然而,在实际的频谱激电野外观测资料中,总是会受到不同程度的电磁耦合效应的影响.因此,研究同时存在激发极化效应和电磁效应的复电阻率性质,对频谱激电法的实际数据处理具有一定的参考价值.本文首先在均匀半空间条件下,进行了复电阻率法的正演模拟.分析了频率、收发距的改变对视电阻率和视相位的影响.然后在有低阻异常体存在情况下,同时采用三维积分方程法和三维有限差分法,研究了不同条件下视电阻率和视相位的变化.最后,根据对正演模拟结果的分析,总结出不同程度的电磁耦合效应对视电阻率及视相位的影响规律,为准确分析异常提供了依据. 相似文献
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频谱激电法在安徽沙溪斑岩铜矿中的应用 总被引：2，自引：0，他引：2
为探查安徽沙溪斑岩型铜矿区深部矿体及隐伏矿体,同时为了试验频谱激电法在此类矿产探测中的应用效果,在安徽沙溪斑岩铜矿区布置了一条2 km的频谱激电法(SIP)测线,经过一系列的数据处理及反演,得到7个不同电性参数断面图,对比分析并结合钻孔地质剖面,视电阻率和相位断面图较好的反映了矿体的形态,极化率和金属因子断面图较好的反映了矿体,电性异常与实际矿体的位置及埋深有较好的一致性.试验结果表明,频谱激电法在斑岩铜矿探测中可以取得较好的效果,该方法在高电阻率、高极化率的金属矿的探测中同样可以发挥重要的作用. 相似文献
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本文将LabVIEW与基于32位ARM单片机的数据采集电路结合,研究实现了一种高精度、多功能的双频激电信号采集系统.激电信号被采集系统接收后,经信号调理进入模数转换电路转换为数字信号,由USB接口送入基于LabVIEW软件平台的上位机中.上位机对该信号进行滤波选频、幅值测量、频谱分析、幅频率计算等处理,得到目标参数,同时还具有绘图、保存、查看等功能.本文就双频激电信号采集进行了阻容网络模拟实验,先用公式计算出理论视幅频率值,然后搭建电路进行实测.实验结果表明,该采集系统对双频激电信号采集的视幅频率测量误差小、精度高,具有良好的测量效果. 相似文献
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本文通过柯尔-柯尔模型研究地下不同几何参数的极化椭球体在地表的中梯双频激电响应,从而了解不同产状极化体产生极化率的特征,便于后期交互建模。由理论推导可知,任何具有激发极化特征的地质体在地表产生的激电异常都可近似为一个地下电偶极子的三维空间积分,这个积分形式与磁场正演计算公式一致,这意味着我们可以用解释磁法异常的方法解释激电异常,即磁类比法。只要根据先验信息实时改变模型,使激电正演得到的曲线与实测激电曲线逼近,当拟合差小于均方误差时,我们将最后一次模型近似看作是真实模型,由此获得地下极化体的顶埋深、倾角和几何大小等空间参数。实测数据测试表明,这种磁类比人机交互方法加入矿体的一些已知信息后,其拟合反演结果比自动反演更具合理性。 相似文献
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在电离层局部地区球对称假设下,推导了利用双频和单频无线电掩星观测数据,反演电离层电子密度剖面的两种方法. 双频反演的误差来自于载波相位的观测误差,单频反演误差则主要由伪距的观测精度决定. 由于载波相位测量精度比伪距测量精度高两个量级,因此双频反演的精度一般比单频反演的高些. 不过,两载波信号L1和L2之间的传播路径差异会给双频方法带来误差. 利用三维射线追踪的程序模拟的无线电掩星数据来评估这些方法,结果表明,反演出的电离层剖面与给定的模式电离层非常吻合,验证了两种方法的可靠性和准确性. 将这两种反演方法应用于处理实测的GPS/MET掩星观测数据,均能获取合理的电离层剖面信息. 且单频方法得到的反演剖面与双频方法相当一致, 这为利用LEO星载单频GPS接收机进行电离层掩星观测提供了理论基础. 相似文献
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IP SAN存储技术面向地震信息网的发展前景分析 总被引：1，自引：0，他引：1
文章对地震信息网络现行的FC SAN存储备份技术进行了全面的分析。结合IP SAN存储技术的特点对今后地震系统信息网络的建设提出了设想和展望。认为,IP SAN技术的应用有很好的前景。 相似文献
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本文将Tikhonov正则化方法与active-set算法相结合,利用双频电磁波电导率成像原理,求解其反演成像方程.不仅对现有算法进行了改进,也促进了算法的实际应用.本文研究了在双频电磁波电导率成像方程建立后,如何根据其严重病态性质,选择合适的算法求解矩阵成像方程.针对电导率非负的特性,引入正则化参数,将问题转化为一个非负最小二乘问题,并用active-set算法求解.采用改进后的迭代算法对理论模型进行了数值模拟计算,验证了该方法的有效性.应用到实际电导率成像反演,与常规的LSQR、SP-LSQR、Tikhonov正则化等算法进行比较,取得了满意的结果. 相似文献
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Fabio Mazza 《地震工程与结构动力学》2019,48(4):432-453
The out-of-plane (OOP) behaviour of masonry infills (MIs), inserted in reinforced concrete (r.c.)–framed buildings, is recognized as one of the most important failure modes of this nonstructural element during an earthquake, which may be a consequence of simultaneous or prior in-plane (IP) damage. A five-element macro-model, with four diagonal OOP non-linear beams and one horizontal IP non-linear truss, with an equivalent mass of the infill panel divided between two central nodes, takes into account the IP and OOP failure modes occurring in the event of seismic loading. Pivot hysteretic models predict the non-linear IP and OOP force-displacement laws of the infill panel, based on geometrical rules defining loading and unloading branches. Firstly, a calibration of the proposed IP-OOP interaction model of MIs is carried out considering full-scale experimental results of traditional masonry typologies. Each specimen is initially subjected to in-plane quasi-static cyclic loading, until a maximum drift is reached, and then one-sided OOP cycles are imposed pushing in the horizontal direction and back to zero force. Then a numerical investigation considers masonry infills of an existing six-storey r.c.-framed building designed in compliance with a former Italian seismic code. To evaluate the interaction, the results of simultaneous IP and OOP cyclic tests on MIs at the top, intermediate, and lowest levels of the test structure are presented, assuming different displacement histories: (1) OOP loading faster than IP, at the sixth storey; (2) equal IP and OOP loading, at the third storey; (3) IP loading faster than OOP, at the first storey. Finally, attention is focused on the contribution of masonry infills to the IP and OOP energy dissipation of r.c.-framed structures. 相似文献
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由于近区场的复杂性及背景场的干扰，多年来近区频域电磁测深一直是地球物理领域一个悬而未决的问题，并成为频域电磁测深发展的障碍。本文通过分析近区场的分布特征，并将双频组合波理论引入，提出了一种适于近区频域测深的组合波测深方案，它具有有效地压制背景场，突出地电异常信息的功能，为在近区实施频域电磁测深开辟了一条新途径。 相似文献
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Electrolytic model tank experiments to study resistivity and time domain induced polarization (IP) response over layered earth models were initiated primarily to facilitate the understanding of field results. Alternate layers of clay and sand (or clay-coated sand) with, in some cases, a surficial layer of water were assembled in the tank and resistivity and IP measurements made for a range of electrode spacings using the Wenner configuration. Graphite and silver-silver chloride electrodes were used as current and potential electrodes respectively. Clay-coated (3% by weight) sand was found to generate stronger polarization than either clay or sand alone. Apparent chargeability ma was observed to be positive for a nonpolarizable surface layer. For a polarizable surface layer, the sign of IP was controlled by the polarizability, the thickness of the second layer, and the spacing of the electrode spreads. The apparent chargeability ma can theoretically change sign from positive to negative and vice versa with a gradual increase in electrode spacing, and such negative IP effects were obtained in a few observations. A simultaneous decrease in IP and an increase in resistivity, which is a qualitative diagnostic feature for the occurrence of clean freshwater sand aquifers, could also be generated in the model tank experiment. Combined resistivity and IP soundings were carried out near Fredericton Junction and Tracy, New Brunswick, Canada. Field curves are presented along with the model curves for qualitative comparison and understanding of IP behaviour over a layered earth. Twenty-five out of twenty-seven soundings show only positive apparent chargeabilities, whereas two show chargeability sign changes (positive/negative/positive). The model study gives reason to believe that surface soils and Quaternary gravel boulder deposits near Fredericton Junction are relatively non-polarizable. As an auxiliary experiment, sand and clay were taken in different proportions by weight and mixed thoroughly with water in a cement mixer. The mixtures were then compressed with a suitable die and plunger under 3.6 Pa pressure to prepare cylindrical samples of height 18 cm and diameter 15.5 cm. IP measurements were done on the flat faces using the Wenner configuration with a= 2 cm. Chargeability was found to be negative for 100 and 90% clay mixtures. It reached a positive maximum for an 80% clay-20% sand mixture and then decreased gradually with increasing sand and decreasing clay content. 相似文献
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Most of the studies related to the modeling of masonry structures have by far investigated either the in‐plane (IP) or the out‐of‐plane (OP) behavior of walls. However, seismic loads mostly impose simultaneous IP and OP demands on load‐bearing or shear masonry walls. Thus, there is a need to reconsider design equations of unreinforced masonry walls by taking into account bidirectional effects. The intent of this study is to investigate the bidirectional behavior of an unreinforced masonry wall with a typical aspect ratio under different displacement‐controlled loading directions making use of finite element analysis. For this purpose, the numerical procedure is first validated against the results of the tests on walls with different failure modes conducted by the authors. Afterward, the response of the wall systems is evaluated with increasing top displacement having different orientations. A set of 19 monotonic and three cyclic loading analyses are performed, and the results are discussed in terms of the variation of failure modes and load–displacement diagrams. Moreover, the results of wall capacity in each loading condition are compared with those of the ASCE41‐06 formulations. The results indicate that the direction of the resultant force, vectorial summation of IP and OP forces, of the wall is initially proportional to the ratio of stiffness in the IP and the OP directions. However, with the increase of damage, the resultant force direction inclines towards the wall's longitudinal direction regardless of the direction of the imposed displacement. Finally, recommendations are made for applicability of ASCE41‐06 formulations under different bidirectional loading conditions. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献