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本文实现了地面矩形大定源三维频率域反演.矩形大定源三维模型响应计算采用交错网格有限差分技术.正演的微分方程为异常电场满足的非齐次Helmholtz方程,方程右手边源项中的大定源产生的背景格林函数由虚界面法结合虚框法计算.频率域三维反演采用非线性共轭梯度反演技术.反演的数据类型为垂直磁场的频率域响应Hz的实部和虚部分量.数值结果表明,(1)三维模型正演模拟数值结果与前人一致,为三维反演奠定基础;(2)针对两个三维导电模型,分别进行了三维反演数值试算.反演结果可以清晰恢复出异常体的电阻率和位置信息,表明地面矩形大定源三维频率域非线性共轭梯度反演具有可行性.本文研究的意义在于,在电磁响应时频转换技术的基础上,如果将野外实测的瞬变电磁数据变换为对应的频率响应,则结合本文提出的三维反演技术,可以为矩形大定源瞬变电磁数据的三维解释提供一个新的思路. 相似文献
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瞬变电磁法中最常用矩形或圆形回线,但有时由于地形限制,只能使用不规则回线发射和接收.如果仍用现有的常规回线理论进行处理解释,得到的结果会存在很大的偏差.本文首先进行了不规则回线瞬变电磁法一维正演理论研究,基于电偶极子源的频率域响应公式,通过沿回线积分和时频转换,推导出不规则回线源在水平层状介质中的时间域响应公式.采用欧拉算法、高斯积分和快速汉克尔变换,计算不规则回线内任意一点处的磁场响应.利用改进的二分搜索法计算全区视电阻率,并在此基础上利用烟圈法反演电阻率和深度.通过四个典型地电模型的正反演计算,表明烟圈法反演能够有效反映地电模型的大致形态,可以用于不规则回线瞬变电磁数据的快速反演解释. 相似文献
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进一步提高瞬变电磁法对地探测的解释精度,提出了回线源瞬变电磁成像原理及数值计算方法. 讨论了频率域中水平层状介质中瞬变电磁响应,得到一个以波阻抗为积分核的双重积分式;然后对水平层介质下电磁场的解进行上、下行波分离,得到含有以反射系数序列为未知的线性方程组,并给出了求取波阻抗和反射系数的数值解法：对实测磁场值进行域的变换,以均匀半空间下的等效波阻抗代替积分核函数,经过线性数字滤波后,在频率域求出等效波阻抗;把频率域中的波阻抗转换到时间域,以此为参数,构建方程组,在时间域用线性规划法求出反射系数序列. 最终以反射系数为参数进行成像. 对理论模型的数值计算结果表明,用本文提出的成像方法可以增强瞬变电磁法识别地下电性分界面的能力. 相似文献
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近源时域电磁场具有信号强、探测深度大和精度高等优点,但传统瞬变电磁场理论中偶极子近似在近源区会引起较大误差,推导瞬变电磁场直接时域解析式是解决这一问题的关键.本文在点电荷微元假设下通过时域格林函数,采用分离变量等方法推导出了上半空间一次有源波动场和反射波的时域解析式和下半空间二次无源波动场的时域解析式,结合均匀半空间瞬变电磁场的边界条件给出了均匀半空间瞬变电磁场的直接时域解析式,进而利用第一型曲线积分,通过沿回线源叠加推导出圆回线源在瞬变电磁场中的直接时域解析式.然后在半空间表面上,与传统的电偶极源假设下的表达式作了比较.数值结果表明两者在远源区的计算结果相差甚微,而近源区则存在很大误差.本文利用真正点元（点电荷）严密推导给出的均匀半空间表面上瞬变电磁场的直接时域解析式适用于全场区探测,克服了偶极子假设下只适用远场区的不足,为瞬变电磁法的进一步发展和实际勘探提供了新的理论基础. 相似文献
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从麦克斯韦旋度方程出发可以直接导出瞬变电磁场扩散方程,然而扩散方程不含电场对时间的一阶导数,不能构成显式的时域有限差分方程,借鉴du Fort-Frankel有限差分离散方法引入虚拟位移电流项构建显式时域有限差分方程.对Wang和Hohmann的经典时域算法进行了两点改进:第一,通过将矩形回线源电流密度加入麦克斯韦方程组的安培环路定理方程,实现回线源瞬变电磁激发源加入;第二,在计算中考虑关断时间.第一点改进使时域有限差分方程考虑了一次场的计算,并且源的计算不再依赖均匀半空间模型响应作为初始条件,使算法能够适应表层电阻率不均匀时的三维复杂模型.由于实际观测中不可能出现阶跃电流的关断形式,第二点改进可以方便设置发射电流下降沿.采用改进的三维时域有限差分正演算法对均匀半空间模型、四类三层模型、均匀半空间中含有低阻块体模型进行了计算并分别与解析解、线性数字滤波解、积分方程解和Wang的三维时域有限差分解进行了对比验证.以H模型为例,采用建立的三维时域有限差分正演算法计算了不同关断时间的斜阶跃脉冲回线源瞬变电磁中心点感应电动势衰减曲线.以实际地质资料为基础,构建包含两层采空区的三维复杂模型,以1 μs的极短关断时间进行了复杂模型定回线源瞬变电磁响应计算,并计算了该复杂模型的视电阻率曲线. 相似文献
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根据电磁场理论,推导了磁偶源和接收点均位于海水中时层状海底模型的频域电磁场响应一般表达式,并通过此式,得到了海水为均匀半空间和有限海水深度两种情况下,垂直磁偶极装置、中心回线和重叠回线分别置于均匀半空间海底表面时的瞬变电磁响应（磁场和感应电压）表达式. 这些表达式将瞬变响应和海底的电导率等参数有机联系在一起,为海底瞬变电磁法的正演计算和反演解释提供了理论基础. 仿真计算表明,海水的存在不仅使得瞬变响应曲线形态发生变化,而且影响其对海底电导率的分辨能力. 相似文献
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深海热液硫化物矿体瞬变电磁的正演是考虑深海环境的全空间条件下三维体的涡流电磁响应.采用全空间矢量有限元法模拟计算深海热液硫化物矿的三维瞬变电磁响应,对硫化物矿体采用矩形单元模型剖分,应用Galerkin法推导有限元方程,先计算频率域响应,再通过Fourier反变换将其转换至时间域,得出深海热液硫化物矿矿体的瞬变电磁响应.并用双半空间模型的解析解检验了全空间矢量有限元法模拟计算算法和程序的正确性,最后按照等比例缩小电磁物理实验原则,比对数值计算和物理实验结果论证了全空间3D模型数值的正确性.结果表明:对于海水、矿体以及围岩复杂电磁边界,应用全空间矢量有限元法模拟计算深海热液硫化物矿瞬变电磁响应异常与物理模拟结果一致,而且计算方法简单精确,异常幅值明显,边界清晰. 相似文献
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时间域电磁测深方法中,重叠回线、中心回线和大定源等回线源装置,因其非接地、近场源观测、小装置等优势被广泛应用.但野外观测中,回线布设时由于野外地形条件的限制,往往不能布置成规则形状,回线源的形状对其时间域电磁响应的影响就自然成为一个非常重要因素.作者在文中通过对圆形源、正方形源和正三角形源等回线源的中心点的时间域电磁响应分别按等周长和等面积计算分析,发现任意形状回线源中心点的时间域电磁响应与回线源的形状无关,而是与回线源所包围的面积成正比.并由此推断,任意形状回线源中心点时间域电磁响应观测数据的处理,可以采取等面积圆形回线源的等效处理与解释. 相似文献
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The detectability of an intermediate layer in a three-layer earth model in the time domain has been investigated. The calculations were made for the perpendicular loop (designated system II) and vertical-coplanar (designated system III) electromagnetic (EM) sounding systems. The primary excitation employed is a train of half-sinusoidal and square waveforms of alternating polarity. The time-domain response has been determined by Fourier transformation of the matched complex mutual coupling ratios into the time domain and by linear digital filtering. Top and bottom layers have equal resistivity. EM responses have been computed for conductive and resistive intermediate layer with a wide range of thickness and for two values (500 m and 1000 m) of loop-separation. For the detectability analyses, the root mean square (rms) difference between three-layer and homogeneous-earth responses is adapted. The threshold value for detectability is defined as an rms difference of 10% and the measurement error is arbitrarily assumed to be of the order of 3%. It is observed that the perpendicular-loop system is better than the vertical-coplanar system in detecting thin intermediate layers (either conductive or resistive). For a loop separation of 1000 m and half-sinusoidal pulse excitation, the detectable thickness ratio (h2/h1) is 0.10 by system II for the conducting middle layers; for square pulse excitation the corresponding thickness ratios are 0.06 for system II and 0.12 for system III. For a loop separation of 1000 m and half-sinusoidal pulse excitation in detecting the resistive intermediate layers, the corresponding thickness ratios are 0.9 for system II and 2.25 for system III; while for square pulse excitation the thickness ratios are 0.55 for system II and 1.55 for system III. Results in the frequency domain and time domain (for half-sinusoidal and square pulsed field) have also been presented for systems II and III for detecting conducting layers by considering an earth model where p1≠ p3 and p3 > p1 (p is the resistivity). The loop separa- tion used is 1000 m. Direct comparisons between the frequency domain and time-domain results clearly demonstrate the superiority of frequency-domain systems for detecting con- ducting intermediate layers. 相似文献
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In shallow water the frequency domain controlled source electromagnetic method is subject to airwave saturation that strongly limits the sensitivity to resistive hydrocarbon targets at depth. It has been suggested that time‐domain CSEM may offer an improved sensitivity and resolution of these deep targets in the presence of the airwave. In order to examine and test these claims, this work presents a side‐by‐side investigation of both methods with a main focus on practical considerations, and how these effect the resolution of a hydrocarbon reservoir. Synthetic noisy data for both time‐domain and frequency domain methods are simulated using a realistic frequency dependent noise model and frequency dependent scaling for representative source waveforms. The synthetic data studied here include the frequency domain response from a compact broadband waveform, the time‐domain step‐response from a low‐frequency square wave and the time‐domain impulse response obtained from pseudo‐random binary sequences. These data are used in a systematic resolution study of each method as a function of water‐depth, relative noise and stacking length. The results indicate that the broadband frequency domain data have the best resolution for a given stacking time, whereas the time‐domain data require prohibitively longer stacking times to achieve similar resolution. 相似文献
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大定源是地面瞬变电磁观测的主要方式之一, 该方式在大深度、高密度的面积测量时具有明显的优势. 但当接收点偏离发射框中心时, 由于场源的非对称性(即框边影响), 数据处理和解释比较困难, 特别是全程瞬变响应的精确计算相当耗时. 本文介绍一种数值算法, 它既能实现快速计算, 又能满足精度要求. 该算法通过对瞬变场垂直分量(bz)及其时间变化率(bz/t)的核函数Y(Z)和Y'(Z)表现特性的研究, 以参数Z把整个瞬变过程分为早期阶段(Z→0), 中期阶段和晚期阶段(Z→∞). 计算全程响应时, 早期和晚期阶段分别采用Y(Z)和Y'(Z)的渐近表达式;对中期阶段, 内层积分(即误差函数erf)采用有理Chebyshev渐近展开式, 外层积分采用Romberg数值积分法. 理论模型计算表明, 利用该算法可以快速计算空间任意点(除发射边框)的全程响应核函数Y(Z)和Y'(Z). 当测点到边框的距离大于边长的25%时, 计算速度比常规数值积分算法快7倍;其它测点处计算速度比常规数值积分算法快4倍. 全程时段的相对误差<0.0002%. 相似文献
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In this paper, a new index is proposed for the selection of the best regional frequency analysis method. First, based on the theory of reliability, the new selective index is developed. The variances of three regional T‐year event estimators are then derived. The proposed methodology is applied to an actual watershed. For each regional method, the reliability of various T‐year regional estimates is computed. Finally, the reliability‐based selective index graph is constructed from which the best regional method can be determined. In addition, the selection result is compared with that based on the traditional index, root mean square error. The proposed new index is recommended as an alternative to the existing indices such as root mean square error, because the influence of uncertainty and the accuracy of estimates are considered. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
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基于目标功率谱和包线的地震动合成 总被引：2，自引：0，他引：2
本文给出了以目标功率谱和目标包线函数为双目标函数的人工地震动合成方法,使人工地震动不仅符合目标功率谱,还基本符合目标包线函数,并对加速度基线进行了调整,使速度时程和位移时程更为合理。作者认为如果用反应谱作为目标谱,生成的人工地震动时程可能会弱化地震动的随机特性,用这样的人工地震动时程作为输入来分析建筑结构的非线性动力反应,不是理想的选择。对建筑结构进行非线性时程分析时,用基于功率谱的人工地震动作为输入,应当是一种更为合理的方法。作者认为平方和具有明确的物理意义,是随机信号的总能量参数,并通过理论分析和数值计算,对于一定持时的随机平稳信号样本,平方和(持时×平方平均值)对振幅起重要控制作用。平方和、归一化功率谱、时域包线函数是基于功率谱模型的地震动三要素。 相似文献
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The least‐squares error measures the difference between observed and modelled seismic data. Because it suffers from local minima, a good initial velocity model is required to avoid convergence to the wrong model when using a gradient‐based minimization method. If a data set mainly contains reflection events, it is difficult to update the velocity model with the least‐squares error because the minimization method easily ends up in the nearest local minimum without ever reaching the global minimum. Several authors observed that the model could be updated by diving waves, requiring a wide‐angle or large‐offset data set. This full waveform tomography is limited to a maximum depth. Here, we use a linear velocity model to obtain estimates for the maximum depth. In addition, we investigate how frequencies should be selected if the seismic data are modelled in the frequency domain. In the presence of noise, the condition to avoid local minima requires more frequencies than needed for sufficient spectral coverage. We also considered acoustic inversion of a synthetic marine data set created by an elastic time‐domain finite‐difference code. This allowed us to validate the estimates made for the linear velocity model. The acoustic approximation leads to a number of problems when using long‐offset data. Nevertheless, we obtained reasonable results. The use of a variable density in the acoustic inversion helped to match the data at the expense of accuracy in the inversion result for the density. 相似文献
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Exact representation of unbounded soil contains the single output–single input relationship between force and displacement in the physical or transformed space. This relationship is a global convolution integral in the time domain. Rational approximation to its frequency response function (frequency‐domain convolution kernel) in the frequency domain, which is then realized into the time domain as a lumped‐parameter model or recursive formula, is an effective method to obtain the temporally local representation of unbounded soil. Stability and identification for the rational approximation are studied in this paper. A necessary and sufficient stability condition is presented based on the stability theory of linear system. A parameter identification method is further developed by directly solving a nonlinear least‐squares fitting problem using the hybrid genetic‐simplex optimization algorithm, in which the proposed stability condition as constraint is enforced by the penalty function method. The stability is thus guaranteed a priori. The infrequent and undesirable resonance phenomenon in stable system is also discussed. The proposed stability condition and identification method are verified by several dynamic soil–structure‐interaction examples. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献