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1.
为寻找有资源前景的高富集天然气水合物及水合物储层的精细刻画方法,利用南海6次钻探发现的高饱和度水合物层的测井、岩心和三维地震数据,分析水合物富集层测井与地震异常特征.发现:(1)不同饱和度的孔隙与裂隙充填型水合物层的测井和地震异常不同,裂隙充填型水合物层具有各向异性;(2)受高通量流体运移的影响,在粉砂沉积物的水合物稳定带底界附近能形成中等饱和度的水合物层,识别标志为稳定带内极性与海底一致的强振幅反射,而非BSR和振幅空白;(3)裂隙充填型中等饱和度水合物层在地震剖面上表现为地层上拱和弱-中等强度振幅反射.储层-疏导-气源的耦合控制着水合物的富集特征和分布,断层与流体运移控制着细粒粉砂质沉积物中水合物的富集与厚度.基于饱和度岩相的统计学反演,能识别3 m非水合物和低饱和度水合物层及空间分布.   相似文献   

2.
天然气水合物成矿带的识别技术研究   总被引:2,自引:2,他引:0  
在天然气水合物的地震资料解释过程中,常规地震剖面上难以识别水合物成矿带的准确位置。通过多年的实践对比研究,认为波形、速度反演、速度模型、流体因子、瞬时振幅、相对极性和能量半衰时等各种地震剖面,能够较好地揭示水合物成矿带的地球物理异常特征。收集整理了一部分国内外对水合物成矿带的识别技术,并提出了在无井的情况下,如何利用波形、速度和各种地震属性剖面所提供的信息来确定水合物成矿带的一些新想法,以期对水合物资源量的评估能提供比较有价值的参考依据。  相似文献   

3.
利用高纵向分辨率的测井资料与连续观测的地震资料进行波阻抗反演,可以大大提高三维地震资料对地下地质情况的研究程度。以山西常村矿为例,介绍了波阻抗反演在目的层位追踪、薄层辨别、断点断距的确定、陷落柱的解释以及冲刷无煤带的圈定等方面的应用。实例表明波阻抗反演地震剖面比常规地震剖面具有明显的优势,特别是在薄层的分辨率能力上,波阻抗反演表现的尤为突出,如在该区波阻抗反演剖面上,不仅能够分辨15#煤层的三个分层,同时对6#、9#、12#薄煤层也有清晰的反映。  相似文献   

4.
南中国海存在天然气水合物的地球物理证据   总被引:6,自引:0,他引:6  
以多道高分辨率地震数据为基础,分析了天然气水合物地震识别的关键技术,即地震成像与地震反演.地震成像结果显示南中国海可能具有含天然气水合物地层的地震反射特征,包括似海底反射(BSR)、振幅空白带、BSR与沉积地层斜交等天然气水合物存在的标志性特征,是南中国海域存在天然气水合物的定性地球物理证据;而地震反演结果则揭示该研究区存在地层速度结构异常,是南中国海存在天然气水合物的定量地球物理证据.  相似文献   

5.
在天然气水合物的地震资料解释过程中,常规(叠加和偏移)地震剖面上难以识别天然气水合物赋存区域。通过近年的实践,认为相干体数据及切片能够较好地揭示天然气水合物的地球物理异常特征,从而给识别天然气水合物和划分其赋存区域提供有力的证据,增加了一种可用于天然气水合物的检测技术。  相似文献   

6.
AVO纵横波反演   总被引:6,自引:6,他引:6  
作者在本文介绍了,利用地震资料AVO纵横波分离(加权叠加)技术求出的纵波剖面、横波剖面,再进行模拟退火反演而求出的纵波速度(Vp)、横波速度(Vs)、密度(d)、拉梅常数(λ)、剪切模量(μ)、流体压力(Pf)及泊松比(σ)等参数的一项实用AVO油气预测技术。  相似文献   

7.
利用地质统计学反演进行薄砂体储层预测   总被引:3,自引:0,他引:3  
某地区三角洲前缘砂体相变快,非均质性强,单砂体厚度小,常规的确定性反演由于受到地震频带限制,反演地震体的垂向分辨力低,往往难以识别。基于随机建模技术的地质统计学反演方法,能有效地综合地质、测井和三维地震数据,极大地提高了预测结果的垂向分辨率,能更加精确地描述储层细微的变化,可以更好地识别薄层砂体。利用地质统计学反演方法对某地区三角洲前缘目标层段的薄层砂体进行了预测,通过高分辨率的地质统计学反演波阻抗体和密度反演体剖面对比,可以有效识别出薄层砂体在反演剖面上横向展布。  相似文献   

8.
基于波阻抗反演的天然气水合物地震检测技术   总被引:1,自引:0,他引:1  
天然气水合物作为特殊的地质体,可以有效地粘结碎屑颗粒,降低沉积物孔隙度,它的存在改变了地层沉积物的物理性质,造成天然气水合物与围岩速度反差较大,从而与围岩之间存在明显的波阻抗差。为了对地层中是否有天然气水合物赋存进行地震检测,对南海北部神狐海域的天然气水合物赋存区域的地震资料进行波阻抗反演分析,结果显示波阻抗反演方法能够作为探测天然气水合物的一种技术手段,研究区天然气水合物矿体的波阻抗呈高值分布特征,波阻抗值约为3 850~3 960 g/cm3.m/s。综合分析认为,波阻抗反演方法能够用于天然气水合物的地震探测、储层分析和综合研究工作中,反演结果可以为天然气水合物储量计算提供比较准确的矿体面积和厚度参数。  相似文献   

9.
针对神狐海域的地质构造和天然气水合物的赋存特征,以重点测线三维地震数据为基础,分析讨论了基于宽带约束的模拟退火波阻抗反演方法、流程和关键技术问题,定量获得了含天然气水合物沉积物的波阻抗特征。结果表明:基于宽带约束的模拟退火波阻抗反演数据具有较高的有效垂向分辨率和较好的横向连续性;神狐海域高波阻抗异常反映了含天然气水合物沉积层,而不连续异常低波阻抗层是水合物层之下游离气的表现,这与钻探结果吻合。由此可见,基于宽带约束的模拟退火波阻抗反演可为天然气水合物层识别和预测、勘探目标圈定、钻探井位选择提供重要依据。  相似文献   

10.
川东黄龙场构造长兴组生物礁分布地震预测研究   总被引:5,自引:0,他引:5  
在川东黄龙场构造内,利用测井资料和地震数据,通过多种地震信息处理手段(LANDMARK、STRATA等地震叠后反演平台)来提取长兴组地层中生物礁的异常信息,总结已知钻遇生物礁的地震响应特性,建立生物礁异常识别模式。并主要运用STRATA速度反演剖面来预测生物礁厚度变化的分布范围,勾绘出生物礁储层的厚度变化分布图。  相似文献   

11.
重磁反演约束条件及三维物性反演技术策略   总被引:14,自引:1,他引:14  
重磁资料反演与其他地球物理反演一样也存在严重的多解性,要想得到好的结果,必须附加约束条件,而且尽可能是各种约束的组合。三维反演中多解性更加严重,同时与约束的结合又更加艰难。非线性的广义随机算法使反演求解过程稳定,约束条件容易结合,但计算速度和维数困难同样制约其发挥作用,采取针对性措施后,使三维反演进入实用化阶段。  相似文献   

12.
This study shows that the use of uniaxial recordings maintains the linear dependence of the low frequency displacements, with first polarities included, on the moment tensor components, and thus can be easily incorporated in the evaluation of failure mechanism using a moment tensor approach. Synthetic data analysis demonstrates that the errors in the orientation of the principal strain axes of the mechanism solution can be reliably evaluated using a linear error propagation approximation for up to 30% variance in the amplitude data. Case studies at the Kidd Mine indicate that the general characteristics of the mechanism solution are well retrieved, regardless of the type of data used, as relatively small disorientation angles of 15–20° are found between the solutions derived from rotated triaxial data and those from unrotated triaxial data used as uniaxial data, and of 25–30° between the solutions based on rotated triaxial data and those on independent uniaxial data.  相似文献   

13.
陈仁  黄勇 《贵州地质》2004,21(2):133-136
针对剖面数据处理一直沿用手工计算和手工核算的传统方法的问题,本文提供了以下电算化方法,它扬弃了繁冗的手算步骤,提高了计算的准确度,同时还便于检查核算。  相似文献   

14.
利用Surfer绘图软件绘制平剖图及平剖图数字化   总被引:6,自引:0,他引:6       下载免费PDF全文
本文利用Surfer绘图软件在画线和数字化功能的基础上,通过程序数据换算,绘制平剖图;又可将平剖图数字化通过程序数据换算,得到绘平面等值线图X、Y、Z三维数据,从而开发拓展了Surfer绘图软件功能。  相似文献   

15.
高陵-达县剖面位于秦岭中段,斜跨中朝准地台、秦岭褶皱系、扬子准地台三大构造单元。在研究剖面实磁场特征的基础上,综合地质、物性、省内及邻省深部物探资料,建立了剖面地质-地球物理模型,依此对剖面通过地段的地壳结构、断裂带深部特征、三大构造单元的深部格架进行了解释推断。  相似文献   

16.
朱相水  章定富 《江西地质》1998,12(3):209-212
通过对江西修水、乐平二叠系—三叠系(以下简称P\T)界线剖面与浙江长兴的P\T界线剖面对比,表明浙江长兴P\T界线剖面存在3点缺陷。按照《国际地层指南》的要求,修水、乐平P\T界线剖面之长处有可能弥补长兴P\T界线剖面之不足。  相似文献   

17.
Structural interpretation of surface and subsurface data in the Eastern foreland basins of Tunisia, allows us to recognize positive inversion structures, i.e. related to compressional events, expressed and recorded in the Paleogene sedimentary pile of the Atlas domain. These episodes are followed by a period of relative tectonic quiescence during Oligocene-Early Miocene with development of extensional structures with slightly tilted panels, grabens and locally the development of listric normal faults branched at depth on “décollement” levels.Comparison of the seismic interpretations and field data collected along the South Atlas Front as well as in the Atlas belt, allows us to propose a tectonic scenario at the scale of Eastern Tunisia Atlas. In particular, we emphasise the role of the so-called “Atlas event” (Middle-Late Eocene), which was initially defined in Algeria but poorly outlined in Tunisia. We will show that the tectonic agenda defined in Eastern Tunisia is consistent with the one proposed elsewhere in the Maghreb allowing us to propose a unified view of the geodynamic evolution of the whole Atlas system during this period.The negative inversion recorded during Oligocene-Early Miocene along with the occurrence of synsedimentary normal faults are related to an increase of the subsidence rate in the frame of continuous shortening coeval to basin formation in the front of the Atlas. The whole Oligo-Miocene evolution results from two different mechanisms: flexuration in the front of the Atlas and the onset of the extension of the Pantelleria-Linosa-Malta rift system of central Mediterranean, which attained a climax stage later during Pliocene-Quaternary.  相似文献   

18.
 Saline/fresh water interface structure is one of the most important and basic hydrogeological parameter that needs to be estimated for studies related to coastal zone management, well-field design and understanding saline water intrusion mechanism/processes. The success and stability of a groundwater structure in a coastal region depend upon an accurate estimate of interface structure between saline and fresh water zones, aquifer-aquiclude boundaries and their lateral continuities and the interstitial water qualities of aquifers. Self-potential and resistivity logs provide a reasonably good basis for such estimates and for sustainable development of fresh groundwater resources. The interface depth structure for the Mahanadi delta region, as obtained and interpreted through self-potential and resistivity logs, provides a fairly clear picture of the regional extensions and boundaries of aquifers, aquicludes and interstitial water quality patterns. Aquifers in the northern sector of the basin and within the framework of Birupa and Mahanadi are characterized by an interface depth range that varies between 40 and 280 m below ground level (bgl) with brackish water on the top underlain by freshwater aquifers. The aquifers in the southern sector within the framework of Khatjori/Devi and Koyakhai/Daya/Kushbhadra/Bhargavi are characterized by an interface depth range that varies from 10 to 120 m with freshwater aquifers near the surface underlain by saline, brackish water aquifers. The inversion of these major fluid systems appears to have taken place over a narrow zone between Mahanadi and Khatjori tributaries, possibly over a wide subsurface ridge with separate basin characteristics. Received: 29 November 1999 · Accepted: 2 May 2000  相似文献   

19.
本文较详细地介绍了计算机辅助绘制工程地质剖面图(Computer Aided Drawing Profile of Engi- neering Geology Bore,CADP)软件的设计思想与实现方法,并举出实例说明其在工程实践中的应用 方法。  相似文献   

20.
The characteristics of wind-blown sand on Gobi/mobile sand surface have been investigated through field observation and wind tunnel experiments. On moving sand surface, the pattern of wind speed profile in sand flow follows the power function and its power exponent is about 0.20. While on Gobi surface, due to collision of sand grains with gravels, the structure of sand flow differs from that on moving sand surface, which decreases exponentially with height. The height of blown sand activities on Gobi surface is mainly concentrated below 20 cm. In addition, the structure of sand flow can reach a peak at a certain height and increases with inlet wind velocity.  相似文献   

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