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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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西沙海槽区作为气水合物的可能聚集地越来越受到关注。浅析地震相分析方法,通过地震相标志的识别,归纳出自中中新世以来,西沙海槽发育有8种地震相:S形前积地震相、斜交前积地震相、下超型前积地震相、丘状地震相、杂乱地震相、空白地震相、透镜状地震相和席状地震相。较细致地描述了各种地震相的反射特征,并结合研究区的沉积背景,对不同地震相的沉积学特征做出了合理解释。 相似文献
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在海洋地震资料处理中,由于检波点空间分布不均匀造成的采集脚印现象会影响地震资料成像,特别是对双源单缆方式采集的三维地震数据影响更为明显。通过对海上某区双源单缆方式采集的天然气水合物三维地震数据采集脚印形成原因及特点的详细分析,最终分别在叠前采用子波处理、潮汐、水速校正、面元中心化方法,叠后采用频率、波数域滤波的方法压制采集脚印。通过以上关键技术的应用,提高了双源单缆方式采集的三维地震数据的信噪比和分辨率,采集脚印从时间切片和剖面上均有了明显衰减,而且实现了最大限度的保持振幅、频率、相位属性。为精细刻画、描述地质构造形态和预测天然气水合物储层分布及有利富集区带,提供可靠的地震资料。 相似文献
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Abstract Focal mechanisms of intermediate-depth earthquakes within the subducted Ryukyu slab indicate a systematic pattern of down-dip extension in the northern part under Kyushu. These mechanisms switch rapidly around the Tokara channel to down-dip compression in the southern part toward Taiwan. This intriguing pattern of strain segmentation, together with the differences between the slab geometry of the northern and southern parts, has raised the question of whether stress segmentation, as defined possibly by a tear fault, might exist in the slab. However the Ryukyu trench has a concave oceanward shape in the northern segment while it is convex in the southern oceanward part toward Taiwan. The inflection zone is located around the Tokara channel. The concept of Gaussian curvature of a curved surface suggests that the along-arc variation of the geometric configuration of a subducted slab is related to the shape of the trench. This is in order to accommodate the lateral membrane deformation of the slab as the oceanic lithosphere subducts from a spherical shell to the geometry delineated by the Wadati-Benioff zone. The membrane deformation regime of the subducted Ryukyu slab and its relation with the trench geometry was examined by assuming that the subduction be modelled by the flow field of a thin viscous sheet. A projection operator was utilized to compute the membrane strain-rate tensor of an arbitrary non-Euclidean surface. Numerical experiments indicated that the northern segment of the slab was dominated by lateral compression and down-dip extension and the southern part by lateral extension and down-dip compression. This transition is sharply located near the Tokara channel. These patterns were compatible with what had been observed from studies of focal mechanisms, suggesting that the strain segmentation might be controlled, at least in part, by the lateral membrane deformation within the slab due to the trench shape in this subduction zone. The slab geometry was predicted by minimizing the integrated total dissipation power; this revealed distinct features that were consistent with observations. This implies that the slab geometry may also be affected by the membrane deformation in a systematic fashion. 相似文献
37.
针对DTC-150防爆地质超前探测仪在工程应用中存在的几个问题,提出了研制新型矿井多波多分量地震反射波观测系统的必要性.通过对大量工程预测预报资料的分析,结合煤岩有效地震波频率特性等4个关键技术的研究,得出了煤岩有效地震波频率范围和观测系统的有效布设方式,研制了高速、高精度、多通道数据采集及处理系统,给出了掌子面绕射回波形成的探测盲区和巷道声波的处理方法,提出了掌子面绕射回波与直达波不重叠的条件.新型矿井多波多分量地震反射波观测系统的研制成功为矿井提供了更为准确、更长距离的超前预测预报手段,同时也为煤矿安全生产提供了有力的保证. 相似文献
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由于南海的多次扩张、拉伸、消减运动,在珠江口盆地白云深水区发生了陆架裂陷和海水入侵等地质现象,形成了海相碳酸盐岩生长发育的基础地质条件。对珠江口盆地深水区碳酸盐岩的发育地质背景、地质特征、发育规律、地震响应特征以及深水区灰岩发育的主控因素进行了探讨,结果表明白云深水区主要发育两种类型的碳酸盐台地;古隆起镶边台地以及火山建隆孤立台地。台地沉积主要发育在古隆起周缘、构造高部位、火山隆起周缘,并被钻井所证实。在白云深水区东沙隆起西南缘、云荔低凸起、荔湾凹陷北缘、荔湾凹陷南缘及顺鹤隆起发育典型的生物礁,钻井证实有珊瑚、红藻、苔藓虫等造礁生物。生物礁地震特征具有强的连续反射顶、底界面,丘状反射外形,内部结构或空白、或杂乱,具有前积、加积、退积等层序结构。 相似文献
40.
Development of Seismic Risk Scenarios Based on a Hybrid Method of Vulnerability Assessment 总被引:6,自引:5,他引:6
A hybrid methodology of vulnerability analysis is presented, involving elements from both empirical and theoretical methods. A model for correlating analytically calculated structural damage indices to loss (in monetary terms) is also proposed and calibrated against available statistical data. Probability damage matrices derived using this methodology are incorporated into a cost-benefit model tailored to the problem of estimating the feasibility of seismically rehabilitating the existing stock of reinforced concrete buildings in Thessaloniki, Greece. Losses calculated using the suggested procedure are found to be in good agreement with losses incurred during the 1978 Thessaloniki earthquake. The results of the present study also indicate that benefit/cost ratios for reinforced concrete buildings are quite low. Hence, it appears that a pre-earthquake strengthening programme is not economically justifiable. 相似文献