高密度各向异性速度分析在琼东南海域的应用

速度分析是地震数据处理中的重要环节之一,基于各向同性假设的传统速度分析技术已经被广泛应用,但是地下地质体存在不同程度的各向异性,而且现代海洋地震勘探逐步向深层勘探发展,拖揽长度不断增加,使得地层各向异性问题日益突出。通过对琼东南海域进行高密度各向异性速度分析技术的应用,同时扫描得到速度和各向异性参数,提高了速度分析的密度和精度,解决了远偏移距无法拉平问题,改善了地震资料成像质量。     

各向异性介质控制束偏移及海上数据应用实例

随着勘探区域逐渐从陆地过渡到海洋,勘探目标逐渐趋于复杂化,高精度成像方法已经成为海洋油气勘探的瓶颈技术。高斯束偏移是一种灵活且高效的深度域偏移方法,对实际资料成像具有较好的适应性。该文发展了一种适应于海洋观测系统的高精度高斯束偏移方法,首先将海上接收的共偏移距地震记录进行加窗局部倾斜叠加,通过数学变换将共炮域公式推广到共偏移距域,再从炮点和检波点分别进行射线追踪,最后采用数据驱动的方式进行成像。一方面,考虑到地下介质的各向异性,引入了各向异性射线追踪方程;另一方面,根据有效信号和干扰信号在τ-p域中的相干性差异,在高斯束偏移过程中对地震信号进行控制,降低偏移剖面中的随机噪声,提高同相轴的连续性,最终实现了一种VTI介质共偏移距域数据驱动控制束偏移理论方法。在实现算法的基础上,通过各向异性洼陷模型、修改的SEG/Hess VTI模型及海上实际资料成像试处理,结果表明:各向异性参数对共偏移距道集中的大偏移距信息成像质量改善明显;当地层各向异性不能忽略时,新方法能够更加准确地恢复地下的复杂构造;新方法能够在一定程度上提高低信噪比数据的偏移成像效果。     

各向异性叠前时间偏移在南黄海海相油气勘探中的应用

与常规叠后时间偏移相比,叠前时间偏移具有更高的成像精度、信噪比和更好的波组特征,特别在构造复杂、速度横向变化大的地区,叠前时间偏移的优势更为明显。基于各向异性叠前时间偏移,考虑了地层的非均质性和复杂地震射线的传播问题,提高了对复杂地质构造的成像精度。针对南黄海海相油气地震勘探中的成像难题和原始地震资料品质,通过处理攻关试验形成了以各向异性Kirchhoff叠前时间偏移技术为主体的成像处理流程和参数,改善勘探目标层的成像品质。     

偏移成像技术的研究现状和发展趋势——以射线束法在LD-A区域的应用为例

偏移是一种提高地震资料空间分辨率的方法,它使倾斜反射界面归位,绕射波收敛.对偏移成像技术的研究现状进行了总结,包括主要的偏移方法(二维与三维偏移、叠后与叠前偏移、时间与深度偏移)和算法(克希霍夫积分偏移、频率波数域偏移、有限差分偏移);讨论了偏移成像技术的发展趋势,包括各向异性偏移、粘弹性偏移、真振幅偏移、速度综合建模及复杂地形条件下成像问题;并通过一个叠前深度偏移成像的实例验证了新技术在复杂构造条件下有很好的应用效果.     

西沙海域天然气水合物地震资料高密度双谱速度分析技术探讨

基于南海西沙海域天然气水合物二维高分辨率多道地震数据资料,使用Geovation地震资料处理系统的高密度双谱速度分析方法进行处理。在叠前时间偏移处理后的道集基础上,进行高密度双谱非双曲线型NMO自动拾取,最终获得解决各向异性问题后的叠前时间偏移剖面。分析结果表明,高密度双谱速度分析技术实现了速度逐道逐点的自动拾取,提高了时间方向的分辨能力、空间方向的分析密度,可以充分挖掘水合物地震数据的潜力。高密度双谱速度分析方法在提高处理质量的同时,可以帮助判定水合物的富集层位,研究似海底反射层附近的详细速度结构,为西沙海域水合物地震资料综合解释提供依据。     

深水地震资料特征分析与处理关键技术

受水深、海况、地貌、地质情况等因素的影响,深水地震资料具有"Jitter"现象、子波变形、噪音多样、多次波发育、速度敏感、各向异性显著等特点。系统分析深水地震资料特征,总结深水地震资料规律与差异,分析研究综合静校正、子波精细处理、高保真噪音衰减、组合压制多次波、高精度速度分析、各向异性偏移等关键技术,形成深水地震资料处理流程,在实际资料处理中取得良好效果。     

基于精细数据处理的叠前深度偏移在琼东南盆地陵水凹陷坡折区的应用

琼东南盆地陵水凹陷,受坡折区崎岖海底和复杂地质构造的影响,导致该地区速度模型构建精度不高,从而严重影响到成像品质。针对坡折区的精确速度模型构建难题,首先采用组合多次波衰减、宽频处理、叠前信噪比增强等针对性处理技术,得到宽频带高信噪比的叠前数据,在此基础上统计分析不同水深速度规律,应用断控和地质约束速度建模技术,建立初始速度模型,然后利用基于宽频数据的高分辨断控约束网格层析反演技术,经过多次迭代完成深度域各向异性速度建模,并实现了陵水凹陷坡折区的高精度叠前深度偏移成像。叠前深度偏移成像显示,基于精细速度模型的叠前深度偏移技术科明显提高坡折区信噪比,改善成像质量,同时可有效消除地层同相轴扭曲的现象,恢复了地下地层的真实构造形态,从而可为目标评价与钻探决策提供更可靠地震资料。     

基于叠前时间偏移速度扫描的四维建模技术及应用

速度建模是做好叠前偏移的关键。主要介绍一种基于叠前时间偏移（PreSTM）的百分比速度扫描的四维速度建模技术。该技术通过对分析点的百分比速度扫描,得到一组不同百分比速度的偏移叠加剖面,经速度建模交互软件包形成四维数据体,通过速度模型的多次迭代和修正,形成最终偏移速度模型。这种速度建模技术在地质结构比较复杂的条件下也可以根据偏移成像结果提取速度函数以满足叠前时间偏移对复杂地质构造正确成像的需要。该技术在海上三维叠前时间偏移处理中得到了成功应用,并取得了较好的地质效果。     

一阶速度-应力双相介质方程逆时偏移及GPU加速实现

实际地下储层是含流体的双相介质,常规的弹性波叠前逆时偏移多基于单相介质理论,不能充分考虑地层中的双相介质对地震波场的影响。为研究双相介质中地震波传播对逆时偏移结果的影响,基于Biot的双相介质理论实现了一阶速度-应力双相介质方程的逆时偏移,并基于CUDA实现了双相介质方程逆时偏移的GPU加速。模型实验结果表明,在含流体的双相介质中,双相介质方程逆时偏移的结果比弹性波方程和声波方程的结果更接近真实的构造形态,同时与基于CPU的双相介质逆时偏移相比,基于GPU的逆时偏移可达到27倍的加速比。因此基于GPU加速的双相介质逆时偏移不仅能够实现对双相介质地层的精确偏移成像,而且能够有效提高逆时偏移的计算效率。     

深水地震资料速度分析方法与应用

深水地震资料受水深、海况、地貌、地质情况以及采集等因素的影响,速度分析同时也受各向异性、水深变化、噪音干扰严重、照明分布不均等特征的影响,因此,常规速度分析方法不能满足深水地震资料速度分析的需要。针对这些问题,采取运用高密各向异性双谱速度的分析方法拾取高密度速度和各向异性参数。该方法应用于南海多个深水区地震资料速度分析,取得了良好的应用效果。     

Inversion of teleseismic waves at Shidao Seismographic Station

1 IntroductionThe temporary Shidao seismographic station,the farthest one from China s Mainland (except Tai-wan Province) supported by a national fundamentalresearch project for the study of the evolution ofcontinental margin, is located at Shidao island(…     

石岛地震台远震记录反演研究

利用石岛地震台的远震体波记录,采用旋转相关函数法和接收函数法分别反演了台站下方介质的各向异性特征和速度结构.(1)对震中距25°~35°且记录良好的5次地震的ScS震相,采用旋转相关函数法反演了岩石圈的剪切波分裂参数.对深源地震的反演结果表明,石岛地震台快波偏振方向为N94°E,这意味着西沙附近处于近东西向微偏南的拉张或地壳下方的地幔流方向为近东西微偏南,西沙地区地壳是过渡性的,其底部的驱动力主要来自与欧亚板块运动一致的物质流.快慢波时间延迟为1.3 s,估算各向异性层厚度为100 km左右.(2)对震中距20°~60°的9次远震P波波形三分向记录,采用接收函数法反演了地壳和上地幔的S波速度结构.反演结果表明,石岛地震台下方地壳分为3层:约5 km以上有一速度梯度带,S波速度从1.5 km/s逐渐增加到3.5 km/s,其间有若干小的分层;在5~16 km的平均速度为3.8 km/s左右,其间有若干小的分层;在16.0~26.5 km的速度为3.6 km/s左右,这是一个明显的低速层;莫霍面埋深为26.5 km,莫霍面以下平均速度为4.7 km/s,也有若干小的分层,尤其是在莫霍面之下有一个明显的低速层.根据转换波到时分析和速度剖面左右摆动现象,认为反演结果中的小分层可能是不真实的,但在16.0~26.5 km的低速层的真实程度还是较高的,表明下地壳具有一定的塑性.     

Towards a more detailed seismic picture of the oceanic crust and mantle

A review is presented of current interpretation techniques in marine refraction seismology with particular emphasis on those features which are most useful in structural studies using ocean bottom seismometers. Travel time analysis techniques are discussed for both refraction and variable angle reflection profiles and are compared with systematic travel time inversion methods. Amplitude and waveform analysis techniques allow a more detailed velocity depth profile to be determined, and are illustrated for both surface and bottom receivers. The study of anisotropy and lateral variations in crustal structure may be usefully combined using delay time function methods but a detailed structural model also requires velocity-depth information. Signal processing techniques which are particularly useful for shear wave and long range propagation studies are also metioned. Structural studies using OBS' should lead to detailed knowledge of the oceanic crust and the P wave velocity distribution in the upper mantle.     

Theoretical assessment of burst failure of internally pressurized defect-free pipelines with plastic anisotropy

In the framework of finite deformation theory, the burst failure analysis of end-opened defect-free pipes with plastic anisotropy under internal pressure is carried out. The analytical solutions of burst pressure and the corresponding equivalent stress and strain are obtained for thin-walled pipes, which can take into account the effects of material plastic anisotropy and strain hardening exponent. The influences of plastic anisotropy on the burst pressure and the corresponding equivalent stress and strain are discussed. It is shown that the burst pressure and the corresponding equivalent stress and strain are dependent upon the plastic anisotropy of material, and the degree of dependence is related to the strain hardening exponent of material. In addition, the effects of the strain hardening exponent on burst failure are investigated.     

A seismic refraction study of cretaceous oceanic lithosphere in the Northwest Pacific Basin

A seismic refraction study on old (110 Myr) lithosphere in the northwest Pacific Basin has placed constraints on crustal and uppermantle seismic structure of old oceanic lithosphere, and lithospheric aging processes. No significant lateral variation in structure other than azimuthally anisotropic mantle velocities was found, allowing the application of powerful amplitude modeling techniques. The anisotropy observed is in an opposite sense to that expected, suggesting the tectonic setting of the area may be more complex than originally thought. Upper crustal velocities are generally larger than for younger crust, supporting current theories of decreased porosity with crustal aging. However, there is no evidence for significant thickening of the oceanic crust with age, nor is there any evidence of a lower crustal layer of high or low velocity relative to the velocity of the rest of Layer 3. The compressional and shear wave velocities rule out a large component of serpentinization of mantle materials. The only evidence for a basal crustal layer of olivine gabbro cumulates is a 1.5 km thick Moho transition zone. In the slow direction of anisotropy, upper mantle velocities increase from 8.0 km s^-1 to 8.35 km s^-1 in the upper 15 km below the Moho. This increase is inconsistent with an homogeneous upper mantle and suggests that compositinal or phase changes occur near the Moho.     

In situ stress field evaluation of deep marine tight sandstone oil reservoir: A case study of Silurian strata in northern Tazhong area,Tarim Basin,NW China

Deep marine tight sandstone oil reservoirs are the subject of considerable research around the world. This type of reservoir is difficult to develop due to its low porosity, low permeability, strong heterogeneity and anisotropy. A marine tight sandstone oil reservoir is present in the Silurian strata in the northern Tazhong area of the Tarim Basin, NW China, at a depth of more than 5000 m. The porosity is between 6% and 8%, and the gas permeability is between 0.1 and 1 × 10⁻³ μm². The features of this type of reservoir include the poor effects of conventional fracturing modifications and horizontal wells, which can lead to stable and low levels of production after staged fracturing. Here, we conduct a comprehensive evaluation of the mechanical properties of the rock and the in situ stress of the target tight sandstones by using numerous mechanical and acoustic property tests, conducing crustal stress analysis and using data from thin section observations. The dispersion correction technique is used to transform velocity at the experimental high frequency (1 MHz) to velocity at the logging frequency (20 kHz). The logging interpretation models of the transverse wave offset time, mechanical parameters and in situ stress are calculated, and each model represents a high precision prediction. Simulating the in situ stress field of the Silurian strata using a three-dimensional finite element method demonstrates that the average error between the simulation result and the measured value is less than 6%. The planar distribution of each principal stress is mainly controlled by the burial depth and fault distribution. By conducting in situ stress orientation analysis for the target layer via the analysis of paleomagnetism, borehole enlargement, fast shear wave orientation and stress field simulation, we show that the direction of the maximum horizontal stress is N45E. In this paper, a typical and successful comprehensive evaluation of the stress field of the deep tight sandstone oil reservoir is provided.     

Short-Term Stability Evaluation of an Embankment Constructed on Marine Clay Foundation at Kobe Airport

This article introduces the application of a stability analysis method that accounts for strength anisotropy on the embankment constructed at the Kobe airport. Shear strength anisotropy is induced by the in-situ state of stress along a potential slip surface of the embankment. In addition, the effects of the shearing rate on the undrained shear strength of the marine clay are examined in detail based on the results of a series of constant-volume direct shear box (DSB), triaxial compression (TC), and triaxial extension (TE) tests varying shearing rates. The most critical slip surface was selected from the deterministic slope stability analysis using unconfined compression tests of undisturbed clay samples from the field. For the most critical slip surface, the potential factor of safety of the embankment is estimated to be within the range of 1.21 to 1.28, as indicated by the results of the stability analyses using the strengths obtained from the DSB, TC, and TE tests and varying shearing rates.     

The Azimuthal Dependence of the Microwave Emissions of a Water Surface Based on Remote Measurements at the Black Sea

Izvestiya, Atmospheric and Oceanic Physics - This paper presents an analysis of the experimental measurements of the azimuthal anisotropy of the microwave emissions of a rough water surface. The...