共查询到19条相似文献，搜索用时 234 毫秒
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本文采用一个具有4个待定参数的函数去逼近震源子波,利用黏弹介质中单程波传播理论推导出了地震子波包络峰值处瞬时频率(EPIF)和品质因子之间的解析关系;同时,为提高瞬时频率的估计精度和抗噪性能,在小波域中发展了一种计算瞬时频率的方法,并在此基础上提出了估算VSP资料Q值的方法,简称小波域包络峰值处瞬时频率法(WEPIF)．合成的VSP数据衰减估计结果表明,与对数谱比法和中心频率偏移法相比较,WEPIF法受到界面反射波影响相对较小、计算结果稳定、精度相对较高．将WEPIF法用于某气田的单炮零偏6级VSP资料Q值估计,结果表明,吸收强弱与储层含气性高低有良好的对应关系． 相似文献
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地震全波形反演(FWI)从理论走向实际面临着诸多难题,其中之一就是需要一个较高精度的初始模型,另一个难题就是需要一个较为精确的震源子波,初始模型和震源子波的准确程度严重影响着全波形反演的最终结果.为此,本文提出了不依赖子波、基于包络的FWI初始模型建立的方法,建立了相应的目标函数,推导出了反演的梯度,给出了伴随震源的表达式,理论上分析了不依赖子波FWI的可行性.在数值试验中,讨论了参考道的选取方式,通过分析归一化目标函数收敛速率,认为近偏移距参考道优于远偏移距参考道,在地震数据含干扰噪音时,平均道作为参考道要优于最小偏移距参考道.通过包络、包络对数、包络平方三种目标函数反演结果的比较,发现包络对数目标函数对深层的反演效果最好.通过不同子波的试验进一步验证了本方法的正确性. 相似文献
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利用峰值频率移动法估算零偏VSP资料的品质因子Q．该方法用Ricker子波和匹配地震子波分别逼近零相位和混合相位的震源子波,得到了峰值频率移动法估计Q值的公式．进而针对常规方法估计的地震子波峰值频率精度不高的问题,提出了估计地震子波峰值频率的特征结构法．通过合成零偏VSP资料的仿真试验,验证了峰值频率移动法估计Q值的正确性．仿真结果表明,与快速Fourier变换和Burg最大熵方法相比较,特征结构法得到的峰值频率和Q值精度高一些．仿真结果也表明,用峰值频率移动法估计Q值时需要选取恰当的子波参数,否则影响Q值估计的精度． 相似文献
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本文首次给出了一种利用扫描分析技术与广义S变换时频分析工具相结合求取介质品质因子（Q值）的方法,与传统的Q值估计方法不同,该方法用一系列等效Q值对叠前衰减数据进行粘性补偿偏移,将偏移后的共反射点道集叠加,利用广义S变换求取补偿后叠加道的时频谱和傅立叶峰值频率,以浅层强反射界面子波时频谱为参考,它他深度处地层子波的时频谱特征与之进行比较,当谱宽和峰值频率达到一致作为正确Q值选定标准,确立了宏观介质的等效Q值分析新方法. 相似文献
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提出一种利用零偏移距VSP资料初至下行波(即直达波)反演介质品质因子Q及层速度V等参数的方法, 称为自适应时域波形反演法(ATWI). 为了充分地利用有效信息, 该方法根据实际VSP资料的信噪比及直达波与上行波干涉的程度,自适应最大限度地选取未受干扰的初至波片段,并用该片段构造目标函数; 通过恰当地构造数据加权矩阵提高目标函数对Q值变化的敏感性;为克服非线性反演的病态问题,采用近来发展的乘性正则化方法,并通过约束条件限制待求参数的取值范围;文中推导出了雅可比矩阵各元素的解析表达式,从而减小了反问题的计算量.合成数据反演结果表明,与谱比值法和子波包络峰值瞬时频率法相比较,ATWI法受上行波影响相对较小、抗噪性能更强.实际资料算例进一步证明了ATWI方法的有效性. 相似文献
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本文将时频峰值滤波(TFPF)去噪技术应用于共炮点地震资料的随机噪声压制.时频峰值滤波技术是通过频率调制将信号调制成解析信号的瞬时频率,利用解析信号的Wigner-Ville分布的峰值进行瞬时频率估计,恢复有效信号,与其它去噪方法相比,TFPF具有在较少的约束条件下压制强随机噪声的优点.本文针对实际地震资料的非线性特性,利用加窗的Wigner-Ville分布实现TFPF,使得地震信号在一个窗长内近似满足线性瞬时频率条件,减小由地震信号非线性引起的偏差.本文对共炮点地震记录做时频峰值滤波处理,滤波结果表明在地震勘探资料中存在强随机噪声的情况下,利用局部线性化处理的时频峰值滤波技术可以有效地压制地震资料中的随机噪声,恢复出湮没在随机噪声中的地震反射信号.信噪比提高3～6 dB. 相似文献
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《地球物理学进展》2020,(2)
地震叠前共成像点道集比成果资料蕴含更多的信息,分析其特征并有效应用,可提高地质目标的描述精度.本文创新将叠前共成像点道集分频构建三维数据体,多维度系统分析地震属性随偏移距、频率变化的耦合关系,明确了差异变化特征,找到了等效叠加成像后地震属性混叠的原因.理论与连续频率正演合成带限子波,进一步分析地震属性随频率变化特征,发现纯频子波与带限子波的属性差异,认为纯频子波比带限子波更能准确地反映地质目标.针对叠前共成像点道集属性差异,面向地质目标,提出了属性解耦合应用策略.在CD油田,选取叠前共成像点道集属性稳定部分叠加,消除偏移距对地震属性的影响,保真度提高,有效频带变宽,主频提高.分频处理消除不同频率间的干涉影响,面向目标优选出纯频体.纯频体与地质体对应关系稳定,反映微幅构造和储层特征更明显,可有效挖掘出地震资料的潜力,实现地质目标的精细描述. 相似文献
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本文基于波动理论,利用深度域相移法对不同互层数、不同单层厚度的等厚薄互层进行正演模拟.采用广义S变换分析零偏移距地震道反射复合波的瞬时频谱.研究发现当单层厚度大于3/16波长时,等厚薄互层时域特征为中、高频等幅振荡,瞬时频谱为与单层厚度成反比的单一峰值梳状函数;当单层厚度小于3/16波长时,震源子波的有限带宽对瞬时频谱的高频频率峰有压制作用,导致等厚薄互层中部的时域振幅和频域最大幅度均为低值,薄互层的结构特征不易分辨,说明宽高频的震源子波是提高薄互层分辨能力的关键.此外,理论推导和实验分析均证明:当地层厚度大于1/8波长时,其峰值频率与薄互层单层厚度存在定量解析关系,这为等厚薄互层单层厚度定量预测提供了重要的技术手段. 相似文献
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Performance based design becomes an effective method for estimating seismic demands of buildings. In asymmetric plan tall building the effects of higher modes and torsion are crucial. The consecutive modal pushover (CMP) procedure is one of the procedures that consider these effects. Also in previous studies the influence of soil-structure interaction (SSI) in pushover analysis is ignored. In this paper the CMP procedure is modified for one-way asymmetric plan mid and high-rise buildings considering SSI. The extended CMP (ECMP) procedure is proposed in order to overcome some limitations of the CMP procedure. In this regard, 10, 15 and 20 story buildings with asymmetric plan are studied considering SSI assuming three different soil conditions. Using nonlinear response history analysis under a set of bidirectional ground motion; the exact responses of these buildings are calculated. Then the ECMP procedure is evaluated by comparing the results of this procedure with nonlinear time history results as an exact solution as well as the modal pushover analysis procedure and FEMA 356 load patterns. The results demonstrate the accuracy of the ECMP procedure. 相似文献
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与传统利用单事件波形求介质衰减的方法不同,我们提出一种以一系列事件为源,以源与远处记录波形的互相关函数为基础计算介质品质因子的方法.依据野外现场实验的数据,我们分别以单次和多次激发为源,讨论了事件波形和互相关函数波形的振幅变化及相应的介质品质因子,结果发现,与事件波形一样,互相关函数波形也可以用于计算介质的衰减系数.计算结果表明：（1）实验场地浅层介质在原场条件下的品质因子Q值在40左右;（2）互相关函数的最大幅度与事件波形的振幅随距离具有相同的衰减规律. 相似文献
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This paper aims to extend the consecutive modal pushover (CMP) procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings subjected to bi-directional seismic ground motions taking the effects of higher modes and torsion into account. Multi-stage and single-stage pushover analyses are carried out in both X and Y directions. Inelastic seismic responses obtained by multi-stage and single-stage pushover analyses for X and Y directions are combined using the SRSS combination scheme. The final seismic responses are determined by enveloping the combined results of multi-stage and single-stage pushover analyses. To evaluate the accuracy of the proposed procedure, it is applied to two-way unsymmetric-plan tall buildings which include torsionally stiff and torsionally flexible systems. The results derived from the CMP procedure are compared with those from nonlinear response history analysis (NL-RHA), as a benchmark solution. Moreover, the advantages of the proposed procedure are demonstrated by comparing the results derived from the CMP to those from pushover analysis with uniform and fundamental effective mode distributions. The proposed procedure is able to accurately predict amplification or de-amplification of the seismic displacements at the flexible and stiff edges of the two-way unsymmetric-plan tall buildings by considering the effects of higher modes and torsion. The extended CMP procedure can accurately estimate the peak inelastic responses, such as displacements and storey drifts. The CMP procedure features a higher potential in estimating plastic hinge rotations at both flexible and stiff sides of unsymmetric-plan tall buildings under bi-directional seismic excitation when compared to the uniform and fundamental effective mode force distributions. 相似文献
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The data-driven internal multiple elimination (IME) method based on feedback model, which includes CFP-based, surface-based and inversion- based methods, are successfully applied to marine datasets. However, these methods are computationally expensive and not always straightforward on land datasets. In this paper, we first proved that the surface-based IME method, which is the most computationally efficient method among the three methods, can be derived from the CFP theory. Then we extend it to CMP domain under the assumption of locally lateral invariance of the earth, which makes it more computationally efficient. In addition, we proposed applying a time-variant taper based on the first Fresnel zone to predict the multiples more percisely. Besides, the improved S/N ratio and dense offset distribution can be obtained by using the CMP supergather, which makes the CMP-oriented method more suitable for land data. Some practical processing strategies are proposed via case study. The effectiveness of the proposed method is demonstrated with the application to synthetic and field data. 相似文献
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多道瞬变电磁法是目前地面资源勘查领域的研究热点,开展该方法观测数据的一维反演对完成装备研发及技术推广具有积极的推动作用.针对多道瞬变电磁法特殊的源波形和数据采集方式,本文对多道瞬变电磁数据的响应提取和一维反演进行了研究.首先,采用反卷积方法从伪随机二进制序列全波形响应数据中提取大地脉冲响应.为了避免脉冲响应中空气波的干扰,提出采用反向积分算法,把脉冲响应转换成下降沿阶跃响应,并将其整理成共中点道集.最后,为充分利用各个偏移距下的响应数据对不同深度范围目标体的分辨能力,采用基于OCCAM算法的联合反演方法对共中心点道集数据进行联合反演.结果表明在不同目标体深度以及有噪声干扰的情况下,共中心点道集数据联合反演计算均可获得较好的结果. 相似文献
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海洋可控源电磁法(CSEM)对海底高阻体的反映比较灵敏,可用于天然气水合物探测资料的定性解释和反演研究.海洋CSEM资料的共中心点(CMP)域转换方式,可在横向上较好地分辨高阻储层.本文提出在CMP域实现一维频率域海洋可控源电磁资料高斯-牛顿反演算法.鉴于一维反演是解释地球物理资料的基础,较于二维和三维反演方法有着更高的计算效率和更低的硬件要求,将二维模型的响应在CMP域单元内表达为一维模型的响应,进而运用一维高斯-牛顿反演解释二维海洋CSEM资料.模型数据试算表明,海洋CSEM的CMP域反演速度较快,能够实现二维CSEM资料的反演解释. 相似文献
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针对高阶统计量混合相位地震子波提取方法的局限性, 提出一种基于矢量预测的单输入多输出系统(SIMO)的混合相位地震子波提取方法. 该方法利用二阶循环平稳统计量包含的系统相位信息, 将CMP道集视为一个单输入多输出系统的输出, 利用道集中相邻两道或多道数据通过矢量预测来构建反子波计算的方程式, 进一步进行混合相位子波提取. 利用提取出的子波相位信息对CMP道集进行纯相位滤波, 能够替代相位校正技术, 并且利用获取的反褶积算子对CMP道集进行反褶积处理, 使提高分辨率后的不同道子波振幅、 频率、 波形相一致, 提高叠加的质量. 模型试算和实际资料处理结果表明, 文中方法适用于任意相位的子波提取及反褶积处理, 且处理精度较高, 具有较高的实际应用价值. 相似文献
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The homeomorphic imaging (HI) approach is a generalization of the common mid-point (CMP) stack to media of arbitrary structures with the following key properties: it collects and enhances useful waves; no knowledge about the velocity structure of the overburden is required for correlation and stacking; and neither the resolution of nor the information about the target objects is degraded by stacking the data. The so-called common reflecting element (CRE) method, which has all three properties, was proposed by Gelchinsky [Gelchinsky, B., 1988. Common reflecting element (CRE) method. Explor. Geophys. 19, 71–75]. However, the CRE method did not only provide a generalization of the CMP method with the key properties; it also has a topological feature that led to the creation of the HI approach. Today, HI can be regarded as a system of methods and schemes for the study of seismic structures that are based on asymptotic wave theory and on fundamental topological ideas. HI is based on a single supposition: it assumes that a target wave exists on the chosen central trace. The next step makes use of the ensemble of all possible wave fronts that can be formed in the vicinity of the central ray corresponding to the chosen central trace. This approach is applicable to a medium of arbitrary structure without the assumption of a seismic model or its parameters. 相似文献