羌塘盆地晚三叠世含煤岩系沉积体系与层序地层学特征

利用地层剖面岩相组合、沉积构造序列,结合粒度分布特征等分析了研究区晚三叠世沉积体系与沉积环境演化,建立了含煤岩系层序地层格架,讨论了含煤岩系层序地层学特征和煤层在层序格架下的位置、聚煤特征及空间分布规律。研究表明,晚三叠世含煤岩系沉积体系有浅海碎屑陆棚沉积体系、滨岸沉积体系及三角洲沉积体系,其中三角洲沉积体系的三角洲平原是区内最主要的成煤地带,煤层均位于SQ1层序的高位体系域内,分布于盆地中央隆起带内,向南、北两侧,由于水体加深而脱离沼泽沉积环境,不利于煤层的形成。中央隆起带是羌塘盆地今后重要的找煤方向。     

Thermo-hydro-mechanical modeling of carbon dioxide injection for enhanced gas-recovery (CO2-EGR): a benchmarking study for code comparison

The objective of this paper was to investigate the THM-coupled responses of the storage formation and caprock, induced by gas production, CO₂-EGR (enhanced gas recovery), and CO₂-storage. A generic 3D planer model (20,000?×?3,000?×?100?m, consisting of 1,200?m overburden, 100?m caprock, 200?m gas reservoir, and 1,500?m base rock) is adopted for the simulation process using the integrated code TOUGH2/EOS7C-FLAC3D and the multi-purpose simulator OpenGeoSys. Both simulators agree that the CO₂-EGR phase under a balanced injection rate (31,500?tons/year) will cause almost no change in the reservoir pressure. The gas recovery rate increases 1.4?% in the 5-year CO₂-EGR phase, and a better EGR effect could be achieved by increasing the distance between injection and production wells (e.g., 5.83?% for 5?km distance, instead of 1.2?km in this study). Under the considered conditions there is no evidence of plastic deformation and both reservoir and caprock behave elastically at all operation stages. The stress path could be predicted analytically and the results show that the isotropic and extensional stress regime will switch to the compressional stress regime, when the pore pressure rises to a specific level. Both simulators agree regarding modification of the reservoir stress state. With further CO₂-injection tension failure in reservoir could occur, but shear failure will never happen under these conditions. Using TOUGH-FLAC, a scenario case is also analyzed with the assumption that the reservoir is naturally fractured. The specific analysis shows that the maximal storage pressure is 13.6?MPa which is determined by the penetration criterion of the caprock.     

姬塬油田胡154井区延长组长4+5储层特征

通过岩心观察、测井及各类分析测试资料,对姬塬油田胡1 54井区延长组长4+5油层组储层岩石学、孔隙结构和储集体物性等特征进行了研究.结果表明,研究区延长组长4+5为典型的低孔、特低孔-起低渗储层;储集砂体为成分成熟度和结构成熟度都较低的岩屑质长石砂岩和长石质岩屑砂岩;储集空间主要为粒间孔和长石溶孔;孔隙结构以小孔微喉型...     

电成像测井孔隙度分析技术及其在碳酸盐岩储层产能预测中的应用

深入研究了电成像测井的测量方式,提出一种基于电成像低频分量的电阻率刻度公式,结合Archie公式并引入常规测井数据及处理成果,严格推导出一种可将电成像测井数据直接标定为孔隙度的算法。此方法省略了先作电阻率刻度再应用Archie公式等中间步骤,处理过程得以简化,并可消除Archie公式中a、b、n、S_xo、R_mf等参数以及浅侧向测井R_LLS等因素对处理结果的影响,较大程度地实现了数据的自适应性处理。在此基础上,对孔隙度频谱进行多种统计分析,开展了类似核磁的区间孔隙度分析以及类似油藏描述中渗透率评价的孔隙度径向非均质性分析,将研究成果应用于碳酸盐岩储层产能预测中,引入“孔隙贡献因子”概念,并通过测井资料和试油资料建立了“孔隙度贡献因子”与储层产油强度的定量关系。     

利用CAP法研究重庆荣昌2014年2月23日ML3.8地震震源机制

利用CAP(cut-and-paste）法反演2014年2月23日重庆荣昌ML3.8地震震源机制,得到震级MW为3.04,节面Ⅰ走向46°、倾角44°、滑动角74°,节面Ⅱ走向247°、倾角48°、滑动角104°,P轴方位147.25°、仰角-2.09°,T轴方位46°、仰角-78.76°,表明该地震是带走滑分量的逆冲型地震。CAP测定的这次ML3.8震源深度为3km,在盖层内,震源机制解中节面Ⅱ走向、倾角与震中附近的一条深度为1700m走向为SW230°倾向NW,倾角约45°的“腹底”逆断层基本一致。震中位于荣昌天然气田,附近有几口废水回注深井,曾发生大量的注水诱发地震。本次地震亦有可能是在区域主应力场的作用下,注水后岩石的孔隙发生变化触发了盖层内“腹底”断层活动的结果。     

汶川8.0级地震天水前兆资料异常特征及震情分析与研究

通过对天水地区监测和收集的2008年前兆资料整理分析,在汶川8.0级地震前,天水电磁和地下流体等前兆测项均有明显短临异常,同震效应突出。本文在回溯总结这些异常的基础上提出震情分析的思路和问题探讨,对今后本地区的地震趋势判断提供参考。     

不同扰动方式对沙砾质戈壁地表风蚀量的影响

通过野外风洞实验,测定了不同破坏方式、破坏面积和风速下的沙砾质戈壁风蚀量。结果表明：不同破坏方式引起的风蚀量不同,扰动强度越大造成的风蚀量越多;相同扰动方式下连续破坏造成的风蚀量稍高于间隔破坏。风蚀总量随破坏面积的增大而增加,且服从指数函数。风速为8～10 m·s^-1时,扰动的戈壁地表以轻微侵蚀为主;10～12 m·s^-1 是风蚀量增幅最大阶段;当风速大于 12 m·s^-1时,以强烈风蚀为主。风沙流中沙物质的主体是细沙和极细沙,在20 cm高度范围内,自风沙流下层至上层细沙含量比较稳定,极细沙含量逐渐降低,中沙含量逐渐上升。     

Mapping Potential Groundwater‐Dependent Ecosystems for Sustainable Management

Ecosystems which rely on either the surface expression or subsurface presence of groundwater are known as groundwater‐dependent ecosystems (GDEs). A comprehensive inventory of GDE locations at an appropriate management scale is a necessary first‐step for sustainable management of supporting aquifers; however, this information is unavailable for most areas of concern. To address this gap, this study created a two‐step algorithm which analyzed existing geospatial and remote sensing data to identify potential GDEs at both state/province and aquifer/basin scales. At the state/province scale, a geospatial information system (GIS) database was constructed for Texas, including climate, topography, hydrology, and ecology data. From these data, a GDE index was calculated, which combined vegetative and hydrological indicators. The results indicated that central Texas, particularly the Edwards Aquifer region, had highest potential to host GDEs. Next, an aquifer/basin scale remote sensing‐based algorithm was created to provide more detailed maps of GDEs in the Edwards Aquifer region. This algorithm used Landsat ETM+ and MODIS images to track the changes of NDVI for each vegetation pixel. The NDVI dynamics were used to identify the vegetation with high potential to use groundwater—such plants remain high NDVI during extended dry periods and also exhibit low seasonal and inter‐annual NDVI changes between dry and wet seasons/years. The results indicated that 8% of natural vegetation was very likely using groundwater. Of the potential GDEs identified, 75% were located on shallow soil averaging 45 cm in depth. The dominant GDE species were live oak, ashe juniper, and mesquite.     

利用远震接收函数反演黔江地震台下方的速度结构

本文选取黔江地震台2007年至2011年记录到的60个远震宽频带数字地震记录,采用频率域反褶积法获得台站的接收函数,并用H-Kappa叠加法来反演台站下方的地壳厚度和泊松比,最终得到了黔江地震台下方的地壳速度结构。同时,通过H-Kappa法反演得到的台站下方的地壳厚度作为波速反演的约束条件,以减少反演的非唯一性。计算结果显示,黔江地震台下方的地壳厚度为44km,这与广泛认同的中国大陆中西部地区莫霍深度在38—45km基本一致。本文对增强该地区深部地质构造特征研究和孕震机制分析具有积极的意义。     

基于OC-Seislet变换的海洋涌浪噪声衰减方法

在海上地震资料采集过程中,涌浪噪声是一种常见的噪声干扰,这类噪声一般表现为低频、强能量、长周期,使用一般的方法很难在去噪的同时达到信号保真的效果。笔者针对该噪声的特征,选取了基于波动方程炮检距连续(offset continuation,OC)算子的OC-Seislet变换方法进行消噪处理;该方法应用OC算子来表征复杂波场,对含噪声数据进行压缩,在变换域通过软阈值处理实现信噪分离,再将结果反变换到数据域,从而达到去除涌浪噪声的目的。通过对模型数据和实际数据的处理,验证了OC-Seislet变换方法能够在去除原始数据中涌浪噪声的同时,最大程度地保护复杂构造下的地震波信息。