延时参数对地震信号信噪比的改善

当测区噪声很强,采用组合震源工作仍然不能得到高质量地震数据,为进一步提高地震信号的信噪比,引入能形成定向地震波的相控震源.相控震源产生的地震波方向可由延时参数控制,因此延时参数是影响相控地震效果的重要参数.理论分析表明,定向地震波技术可提高反射波信号信噪比,以含3个激震器的相控震源为例,信噪比可提高6.53~9.54 dB.针对延时参数分别为0,0.802,0.384,0.241,0.174,0.123 ms的情况,完成了野外地震实验.根据原始地震记录,得到了反射波信号功率谱,在此基础上定量地计算了不同延时参数下目标层反射信号的信噪比.结果表明,与单震源情况相比,在6种延时参数下,反射波信噪比分别提高了3.3150,8.0150,6.0547,5.0278,4.5383,4.0364 dB;与组合震源情况相比,信噪比分别提高了0,4.7000,2.7397,1.7128,1.2233,0.7214 dB.综合理论分析及野外实验结果,我们可以得到这样的结论：定向地震波技术能够提高反射波信号信噪比,延时参数变化对信噪比有很大影响,采用合理的延时参数能得到更高的信噪比.     

基于接收阵列的时域地震波束形成方法

地震勘探中,针对目的层地震数据信噪比较低情况,为改善信噪比,本文提出一种基于接收阵列的时域地震波束形成方法(TSBBRA).该方法的理论依据是波束形成原理,文中通过对相控震源激发定向地震波场的分析,提出在反射地震勘探中,在信号接收端同样能生成定向地震波的思路.具体地,论文给出在地震数据集上先对单炮记录分组,再对组内记录时域内延时、叠加,生成对应定向地震波场的地震记录的方法.TSBBRA方法适于杂波干扰强,且杂波与目的层反射波方向不一致的地震条件.本文先通过波场模拟,展示了TSBBRA方法具有形成定向地震波场的能力;而后通过对比相控震源与TSBBBRA时间剖面,说明了TSBBRA方法的有效性;最后在吉林某油页岩矿区,用TSBBRA方法,分别针对浅层目标与深层目标,生成定向地震波数据.与原始数据相比,目标层信噪比提高了3~35 dB,在时间剖面上观测到的深部目标信号从200 ms扩展到1000 ms,TSBBRA剖面资料与测区附近区域的地质与地震资料一致.由此得出结论,TSBBRA方法有助于改善目的层地震资料信噪比,当关注深部目的层时,由于TSBBRA方法能有效压制噪声,因此可用于能够实现更大的勘探深度.实验中,我们给出了浅层勘探结果,由于本方法对震源及观测系统没有限制,实际应用中TSBBRA方法可作为深部资源勘探领域提高深部地震资料信噪比的有效方法.     

高精度组合式轻便小型可控震源的研究

由于自动控制、信号叠加等技术的不断发展,使得可控震源不断完善,成为我国地震勘探的重要手段之一.高精度组合式轻便小型可控震源是地震勘探中用于浅层地震勘探的一种高精度的激振设备,其组合安装模式适合于特殊复杂的野外环境,可以实现流动野外地震观测,能够产生高重复性,高精度的叠加信号,弥补了炸药震源在地表条件差及城市环保区无法施工的缺陷,在中浅层勘探中取得了较好的效果.发展适用于中浅层地震勘测的高精度轻便小型可控震源应用于地震野外勘探,也适应了当前技术及市场的需求.本文从工作原理、系统构成和结构特点等角度对高精度组合式轻便小型可控震源进行了初步的研究,并针对野外的数据验证其可靠性和实用性.     

马尼拉俯冲带北段增生楔形态结构及演化过程

为揭示马尼拉增生楔的形态结构并加深对其演化过程的理解,本文对横穿马尼拉俯冲带北段的几条典型地震剖面进行了深度偏移处理,得到叠前深度偏移剖面和深度-速度模型,并对马尼拉增生楔的形态结构及内部特征进行了精细解释,将马尼拉增生楔分为原始沉积段、褶皱变形段、逆冲推覆段和背逆冲段四个部分,分别代表增生楔演化的不同阶段。推断马尼拉增生楔下部存在由早期仰冲的菲律宾海板块的残留块体构成的弧前基盘,弧前基盘是控制马尼拉增生楔形成演化的关键构造。弧前基盘前端是拆离滑脱面突然降阶并在地震剖面上"隐没"的部位;弧前基盘向增生楔底部的不断挤入导致了逆冲脱序断层的渐次发育以及增生楔向弧前基盘之上的不断爬升,导致了增生楔上、下陆坡地貌的分化,并为褶皱变形段和逆冲推覆段的地层形变提供了主要的应力。     

Shake table testing of a miniature steel building with ductile-anchor,uplifting-column base connections for improved seismic performance

Previous research has demonstrated that uplifting-column or rocking building systems may exhibit improved seismic performance, including reductions in total base shear and decreased residual drift, when compared with systems rigidly connected to the foundation. These beneficial effects may be due to lengthened periods, activation of rocking modes, and energy dissipation of base fuse elements. In the current work, several configurations of a miniature steel building with different combinations of base connection and traditional superstructure fuse strength and stiffness were subjected to identical earthquake motions to evaluate differences in demands and performance. The uplifting base connections incorporate highly ductile concrete anchors with long stretch lengths, allowing robust connection performance and easy replacement of damaged connection elements following the seismic event, an advantage over previously tested systems. Testing and dynamic numerical analysis indicates that ductile anchor uplifting systems may reduce total base shear by over 20%, as well as reducing residual structural drift by more than 80%.     

Break through the limits of vibroseis data quality

The vibroseis method has become the principal data acquisition method in land seismic exploration. It seems that this method has been extended to its limits as the search for energy resources continues. Many practical issues arising from field operations have remained theoretically unexplained, for example, variations in wavelet arrival time, inaccurate wavelet estimation and harmonics in the wavelet itself. The focus of this paper is the proposal of a new model, which is referred to as the vibrator‐coupled ground model, to simulate the filtering effects of a complex coupling system consisting of the coupling between the baseplate and the ground as well as the coupling between the captured ground mass near the vibrator baseplate and the surrounding earth. With this vibrator‐coupled ground model many of the practical issues mentioned above were reasonably addressed. Furthermore, it was demonstrated from experimental tests that both the pilot sweep and the weighted‐sum groundforce, when filtered by the vibrator‐coupled ground model, are proportional to the far‐field particle velocity whereas the unfiltered signals are not. The harmonics on the filtered weighted‐sum groundforce successfully maintain a proportional relationship with the harmonics seen in the far‐field signal.