共查询到20条相似文献,搜索用时 311 毫秒
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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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琼东南盆地深水区具有巨大的勘探潜力,但该区地震资料大多为二维资料,且中深层资料品质普遍偏差,对评价古近系影响较大。处理解释一体化技术在琼东南盆地深水区的实践采用的方法是:以陵水凹陷为例,通过对该区地震资料的品质进行分类分析,优选出可能改善的测线进行针对目的层的试处理,对试处理结果和效果进行分析,最后进行批处理。处理解释一体化达到了提高地震资料品质,进而精细研究和评价圈闭目标直至井位研究的目的。实践表明该方法在琼东南盆地深水区的应用是成功的,对于研究陵水凹陷的内部结构和规模及其周缘的凸起结构起到了重要作用。 相似文献
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Nouzé Hervé Sibuet Jean-Claude Savoye Bruno Marsset Bruno Thomas Yannick 《Marine Geophysical Researches》1997,19(5):379-395
The Pasisar seismic acquisition system combines a source at the sea surface and a deep-towed single channel streamer. This unconventional device geometry reduces the width of the first Fresnel zone which increases the lateral resolution. However, the device acquisition geometry generates artifacts on seismic profiles and induces large incidence angles of the seismic signal. A specific processing sequence must be applied to the data to obtain a readable seismic section. Penetration of the seismic signal depends on the energy of the signal reaching the seafloor and on its incidence angle. Because of smaller source energy, 800 Joules Sparker data cannot be acquired in water depth larger than 1500 m for example, whereas there is no depth limit for the use of this system with air gun sources. Differential acoustic absorption of seismic frequencies (below 1000 Hz) in the water column is negligible when compared with wave fronts expansion. Thus, the horizontal resolution of any seismic system strongly depends on the frequency spectrum of the seismic source and on the travel distances. Pasisar and conventional seismic profiles being usually simultaneously recorded, we illustrate the interest of using a hybrid seismic device by comparing horizontal resolutions as well as signal-to-noise ratio obtained with both the Pasisar and conventional systems. In addition, by carefully picking time arrivals of a reflection on simultaneously recorded surface and deep-towed seismic records, it is possible to estimate the average interval seismic velocity. We present the simplified example of a horizontal reflector. 相似文献
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An analytical expression of a gravity retaining wall's seismic stability against sliding and overturning is proposed in this article. The derivation, aiming at the cohesionless soil with inclined backfill surface and nonvertical wall back, is based on limit equilibrium analysis and the pseudo-dynamic method. The variations of the sliding and overturning stability safe factors with the horizontal seismic acceleration are investigated for different seismic amplification factors, soil friction angles, wall friction angles, vertical seismic acceleration coefficients, wall back inclination angles, and backfill surface inclination angles. The results indicate that the soil friction and horizontal seismic action significantly impact the seismic stability. The increase of vertical earthquake action changes the curvature of stability factor curves. The wall friction and back inclination strengthen the gravity retaining wall's resistance to sliding and overturning failure while the backfill surface inclination plays a negative role in the seismic stability. We also found that the seismic stability safe factors calculated by the proposed method are larger but more reasonable than those by the Mononobe-Okabe method. 相似文献
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Zhaoyu Wang 《Marine Georesources & Geotechnology》2013,31(1):52-62
This paper presents a numerical model of the seismic behavior for the embankment constructed on micropile composite foundation. The effect of micropiles on soil reinforcement under static and seismic loading was studied. Embankments on the untreated and treated soil by micropiles were numerically simulated using an axisymmetric elastoplastic large deformation finite-element analysis code. The displacement caused by embankment static loading and acceleration of the embankment caused by seismic loading were calculated and compared. It was shown that micropiles can greatly reduce the settlement of the embankment and mitigate seismic response of the embankment. The main objective of this paper is to present a numerical model and to investigate the seismic behavior of micropile foundations subjected to seismic loading. A series of numerical simulations and parametric studies are presented. 相似文献
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文章利用三维地震数据揭示了南海白云凹陷东南部两种不同类型的块体搬运沉积体系的内部反射特征、外部形态及运动指示标志, 并且探讨了其成因机制。结果表明, 自晚中新世以来研究区共发育4种地震相: 弱振幅水平状连续地震相、强振幅波状连续地震相、弱振幅半透明杂乱反射地震相和中-强振幅丘状连续反射地震相。通过地震相分析可知, 研究区自晚中新世以来共发育两种不同类型的块体搬运沉积体系: 1) 多期块体搬运沉积复合体, 主要由弱振幅半透明杂乱反射地震相组成, 边界模糊; 2) 单期块体搬运沉积体, 主要由弱振幅半透明杂乱反射地震相和中-强振幅丘状连续反射地震相组成, 边界清晰明显。另外, 研究结果发现高沉积速率和地震活动使得研究区的块体搬运沉积体系表现出内部运动指示特征发育程度低的特征, 而东沙构造活动导致该块体搬运沉积体系具有频发性。 相似文献
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地震资料在油气勘探中发挥着重要的作用。为了充分利用地震资料所提供的信息,需要使用地震属性技术进行储层预测。MDI是俄罗斯PANGEA公司研制的多属性储层预测系统。根据所研究的地震工区和目标的不同,在多种地震属性和岩石物性分析的基础上,运用这一预测系统可以利用多种定性或定量方法,综合多地震属性预测储层及含油气性,在实际工区中取得了一定的效果。 相似文献
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地震与波浪联合作用下海洋平台动力特性分析 总被引:1,自引:0,他引:1
主要针对地震与波浪联合作用下空间导管架式海洋平台结构的动力响应特性进行研究。以春晓平台结构为例,利用ANSYS程序进行了动力响应的数值计算,分析中考虑了地震设防烈度、风浪条件及场地土类型等因素对结构响应的影响,并与地震单独作用下的结构响应进行了对比。分析结果表明,抗震设防烈度较低、中等及较大风浪条件下对海洋平台结构进行抗震分析时有必要考虑地震与波浪的联合作用。 相似文献
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Recently, several countries have conducted projects to explore and develop natural gas hydrate, which is one of the new alternative
energy resources for the future. In Korea, a five-year national research project was initiated in 2000. As part of this project,
a seismic survey was performed in the East Sea of Korea to quantify the potential magnitude and distribution of natural gas
hydrates. Multi-channel seismic data and core samples have been acquired and recovered in the survey area. Analysis of seismic
data show clear bottom simulating reflectors (BSRs), seismic blank zones (or wipe-out zones) with velocity pull-up structure,
and pock-marks. In this study, we present the results of seismic surveys which indicate the existence of natural gas hydrates
in Korean offshore areas. These results will be applied to select areas for coring (or drilling) and detailed exploration
such as 2D seismic survey with long offset or 3D seismic in the future. 相似文献
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位于马来盆地与西纳土纳盆地交汇处的研究区上新统?更新统发育复杂的浅海、海陆过渡相水下分支河道体系,常规的地震资料无法进行精细识别刻画。通过对叠后地震资料进行希尔伯特?黄变换,提取了地震资料高频分量,提高了地震资料的分辨率,有效识别了薄层砂泥岩交互特征和细微沉积体。通过对高频分量进行瞬时属性提取,明确了目的层段水下分支河道的平面展布特征。与常规叠后地震属性相比,经过希尔伯特?黄变换后的叠后地震资料提取的瞬时属性显示了更多沉积体系的细节特征,为水下分支河道的内部结构、发育期次、切割关系等时空演化研究提供了更高分辨率的地震数据。 相似文献
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进入21世纪后,海域天然气水合物地球物理勘探取得了较大的进步。主要表现为,在勘探技术上已由单一的地震勘探发展到以地震勘探为主,重力、磁力勘探综合应用的格局;在地震勘探方法上,已由常规的单道、多道地震发展到多频地震、高分辨率二维、三维地震和海底多分量地震;在地震资料的处理上,已由常规处理发展到突出BSR特征的“三高”和叠前时间偏移处理;在天然气水合物的地震识别上,已由速度、振幅结构研究发展到多属性判别、多弹性参数和多物性参数反演。这些新技术、新方法的应用,加快了海域天然气水合物调查进度,提高了天然气水合物地球物理识别的可靠性。 相似文献
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S.A. Stewart 《Marine and Petroleum Geology》2011,28(5):959-965
Reflection seismic data is widely-used in industry and academia. It is often interpreted and displayed with considerable vertical exaggeration. Vertical exaggeration is defined as the vertical to horizontal aspect ratio of a reflection seismic cross section in depth. Recent literature is reviewed here to quantify for the first time the extent and typical values of vertical exaggeration in published work. Results are collated from 1437 papers published in 68 journals in the period 2006-2010. This broad scope is intended to provide a global view but it does not claim to be exhaustive. One example from each paper was analysed. Depth conversion was necessary in 74% of cases (every case of time-domain seismic with vertical exaggeration not stated). The main findings are that only 12% of papers use aspect ratios with vertical scale set approximately equal to horizontal scale (vertical exaggeration in the range 0.8-1.2). 75% of papers use reflection seismic with vertical exaggeration greater than 2. Splits of the data in terms of shallow high resolution seismic and deep, crustal imaging seismic were also obtained. The cause of this very widespread vertical exaggeration of reflection seismic cross sections is generally some form of display optimisation, such as emphasis of stratigraphic architectures or displaying long sections that would otherwise not fit on screen, or effects related to seismic sampling, but a specific reason is rarely stated. Angular relationships in stratigraphic and structural architectures are distorted so commonly that true geometries are rarely seen, which becomes an issue if readers are unfamiliar with these geometries. There is a clear opportunity for authors who display and publish reflection seismic data to annotate an estimate of vertical exaggeration alongside other standard annotation on seismic displays. 相似文献
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