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Mud-Filtrate Invasion in Laminated and Spatially Heterogeneous Rocks: High-Resolution In-Situ Visualization and Analysis Using Time-Lapse X-Ray Microcomputed Tomography (Micro-CT) 层状和空间非均质岩石中的泥滤液侵入:基于延时x射线微计算机断层扫描(Micro-CT)的高分辨率原位可视化和分析
Colin Schroeder, C. Torres‐Verdín
High-resolution X-ray microcomputed tomography (micro-CT) was used to investigate the process of mud-filtrate invasion in laminated and spatially heterogeneous rocks. Laboratory experiments involved the injection of pressurized water-based drilling mud into a borehole located at the center of cylindrical rock core samples that exhibited a range of petrophysical properties, including a cross-bedded sandstone, a finely laminated anisotropic sandstone, an oolitic limestone with significant pore-scale heterogeneity, and a spatially heterogeneous vuggy dolomite. As drilling mud was injected into the initially dry (air-saturated) core samples, high-resolution X-ray micro-CT scanning was continuously performed to visualize the flow of mud filtrate through the core samples during mud-filtrate invasion. Because the properties of the drilling mud were consistent for all of the experimental cases, differences observed in the invasion behavior could be attributed to the unique properties of the core samples. Despite exhibiting a wide range of petrophysical properties, including permeabilities ranging from 8.9 to over 1,800 md, the mud-filtrate invasion rate was similar for all of the experimental cases, aside from a brief initial period of spurt loss that lasted only a few seconds, indicating that properties of the deposited mudcake were responsible for controlling the rate of mud-filtrate invasion rather than the unique properties of the core samples. Conversely, displacement of the invasion front and the spatial distribution of mud filtrate in the core samples differed significantly between cases, both spatially and as a function of time. Initially, mud-filtrate flow in the core samples was dominated by viscous forces, and air was forcibly displaced from around the borehole. Shortly thereafter, we observed a rapid transition to capillary-dominated flow as the deposition of mudcake on the borehole wall quickly reduced the rate of mud-filtrate invasion. As a result of the displacement process being controlled by capillary forces, we observed that mud filtrate within the invaded zone became more uniformly distributed over time, with mud filtrate from around the borehole being drawn further into the core samples. The average mud-filtrate saturation within the invaded zone initially decreased before stabilizing between 43 and 51%, indicating that a significant volume of trapped gas (air) remained behind the invasion front. Experimental results indicate that borehole measurements acquired at early times during the mud-filtrate invasion process, such as those acquired while drilling, may be more sensitive to small-scale heterogeneity than wireline measurements acquired later once capillary forces have caused the mud-filtrate saturation within the invaded zone to become more uniformly distributed. Furthermore, because capillary forces were primarily responsible for controlling the mud-filtrate saturation in the invaded zone, fluids from around the borehole may not
采用高分辨率x射线微计算机断层扫描(micro-CT)研究了层状非均质岩石中泥滤液的侵入过程。实验室实验包括在圆柱形岩心样品中心的钻孔中注入加压水基钻井泥浆,这些岩心样品显示出一系列岩石物理性质,包括交叉层状砂岩、细层状各向异性砂岩、具有显著孔隙尺度非均质性的鲕状石灰岩和空间非均质孔洞状白云岩。将钻井泥浆注入最初干燥(空气饱和)的岩心样品中,连续进行高分辨率x射线微ct扫描,以可视化泥浆滤液侵入岩心样品过程中泥浆滤液的流动情况。由于所有实验情况下钻井泥浆的性质都是一致的,因此观察到的侵入行为差异可归因于岩心样品的独特性质。尽管表现出广泛的岩石物理性质,包括渗透率范围从8.9 md到超过1800 md,但除了短暂的初始喷射损失(仅持续几秒钟)外,所有实验案例的泥浆滤液侵入率都是相似的,这表明沉积的泥饼的性质而不是岩心样品的独特性质控制了泥浆滤液侵入率。相反,在不同情况下,侵入前沿的位移和岩心样品中泥浆滤液的空间分布在空间和时间上都存在显著差异。最初,岩心样品中的泥浆滤液流动主要受粘性力控制,空气被强行从井眼周围排出。此后不久,由于泥饼在井壁上的沉积迅速降低了泥浆滤液侵入的速度,我们观察到一个迅速转变为毛细管主导的流动。由于驱替过程受到毛细力的控制,我们观察到,随着时间的推移,侵入区内的泥浆滤液分布更加均匀,井眼周围的泥浆滤液被进一步吸入岩心样品中。侵入带内的平均泥滤液饱和度先是下降,然后稳定在43% ~ 51%之间,表明侵入前缘后仍有大量截留气(空气)。实验结果表明,在泥浆滤液侵入过程中,早期获得的井眼测量数据(如钻井中获得的数据)可能比后期获得的电缆测量数据对小规模非均质性更敏感,一旦毛细力使侵入区内的泥浆滤液饱和度变得更加均匀分布。此外,由于毛细力主要负责控制侵入带的泥浆滤液饱和度,井眼周围的流体可能无法被驱移到其真正的残余饱和度,这可能导致核电阻率和浅感电阻率测量低估了地层的实际可动烃饱和度。
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引用次数: 0
Empirical Relation for Capillary Pressure in Shale 页岩毛管压力的经验关系
Mehdi Alipour K, A. Kasha, A. Sakhaee-Pour, F. Sadooni, H. Al-kuwari
Brooks and Corey (1964) and van Genuchten (1980) proposed the two most widely used relations for approximating capillary pressure. Petroleum engineers apply both, but they were originally proposed to understand the moisture content in soil whose void space differs from that of shale. This paper presents an empirical relation that can capture the nonplateau-like trend and the approximate capillary pressure in shale. It also implements the nonzero entry pressure, which the van Genuchten model cannot capture. This study compares the performance of the proposed model with those of Brooks and Corey and van Genuchten by determining the nonlinear regression coefficient (R2) and the mean square error (MSE). It uses mercury capillary pressure data of US shales available in the literature. The data set comprises 30 samples collected from the Bakken, Eagle Ford, and Greenhorn Formations with average permeability of less than 1 md and average porosity of 5%. The proposed model has applications in characterizing two-phase displacement in shales.
Brooks and Corey(1964)和van Genuchten(1980)提出了两个最广泛使用的近似毛细管压力的关系式。石油工程师使用这两种方法,但它们最初是为了了解空隙空间与页岩不同的土壤中的水分含量。本文提出了一种能够反映页岩非高原样趋势与近似毛管压力的经验关系式。它还实现了van Genuchten模型无法捕获的非零进入压力。本研究通过确定非线性回归系数(R2)和均方误差(MSE),将所提模型的性能与Brooks、Corey和van Genuchten的模型进行了比较。它使用文献中可用的美国页岩汞毛细管压力数据。该数据集包括从Bakken、Eagle Ford和Greenhorn地层采集的30个样品,平均渗透率小于1 md,平均孔隙度为5%。该模型可用于表征页岩两相驱替。
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引用次数: 3
Coring Method for Dolomite Rocks With Well-Developed Joint Fissures Based on Permeability Reinforcement 基于渗透率加固的节理裂隙发育白云岩取心方法
Xinqiang Gao, Zecheng Ma, C.M. Kong, Hao Wang, Zhijun Lang, H. Fan, Yongquan Zhu, Zhen Zhu
A standardized preparation method for rock specimens is required before conducting mechanical tests. Conventional sampling methods produce good results for good-quality rocks. However, during the preparation of standard specimens of rocks found in areas with complex geological conditions, such as dolomite rocks with well-developed fractures, the internal fissures are easily disturbed, leading to sample preparation failure. Inspired by the effectiveness of organic resin solution-based reinforcements in protecting bone and porcelain artifacts during archaeological excavations, this study developed a method to prepare specimens for dolomite infiltration reinforcement using an acrylic resin-in-acetone solution, whereby the mechanical parameters of the rock samples could be recovered upon successful sample preparation. Several tests conducted under optimized ratios of acrylic resin to acetone revealed that a solution mass fraction of 20% produced the best effect on the reinforcement of fractured dolomite from the sampling location and increased the success rate of rock sample preparation from 15 to 54%. The physical and mechanical properties of the specimens after immersion in pure acetone for 48 hours were unaffected. The proposed method provides a reference for rock sampling from areas with developed joint fissures.
在进行力学试验之前,需要对岩石试样采用标准化的制备方法。对于质量好的岩石,传统的取样方法可以得到很好的结果。然而,在地质条件复杂地区的岩石标准试样制备过程中,如裂缝发育良好的白云岩,其内部裂缝容易受到干扰,导致制样失败。受有机树脂溶液增强在考古发掘中对骨瓷文物的保护效果的启发,本研究开发了一种使用丙烯酸树脂-丙酮溶液制备白云岩渗透增强样品的方法,该方法可以在样品制备成功后恢复岩石样品的力学参数。在优化的丙烯酸树脂与丙酮配比下进行的多次试验表明,溶液质量分数为20%时,在取样位置对破碎白云岩的加固效果最佳,并将岩样制备成功率从15%提高到54%。在纯丙酮中浸泡48小时后,试样的物理力学性能不受影响。该方法可为节理裂隙发育地区的岩石取样提供参考。
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引用次数: 0
An Efficient Laboratory Method to Measure Stress-Dependent Tight Rock Permeability With the Steady-State Flow Method 用稳态流法测量应力相关致密岩石渗透性的有效实验室方法
J. Zhang, Hui-Hai Liu, Jewel Duncan
The matrix permeability of tight formations is important for many geological and engineering applications, such as CO2 geological sequestration, disposal of nuclear waste, and production of unconventional hydrocarbon and coalbed methane. In the case of hydrocarbon production, the reservoir permeability decreases with decreasing pore pressure or increasing effective stress. Laboratory characterization of the relationship between matrix permeability and effective stress (and pore pressure) is generally time consuming since the current methods are based on the so-called point-by-point approach that measures one permeability data point only with one test run, and the relationship is generally represented with multiple data points. In this paper, we present a method to determine matrix permeability, its relationship with effective stress, and the Biot coefficient of a tight rock sample with three steady-state flow test runs using large pressure gradients. Unlike the traditional steady-state flow method based on linear flow theories, analytical results based on a nonlinear flow theory are used for determining the related relationship and parameters. The gas properties and permeability along the core sample vary with gas pressure and effective stress, while the traditional method treats them as constants for a given test run. To get the same set of parameters, our method only requires three test runs, and each test run of our method takes a much shorter time than the traditional method because our method is based on nonlinear flow theory and thus allows for the use of large pressure gradients. Comparisons of the permeability measurements with those obtained using traditional methods and numerical simulations demonstrate that our new method can get satisfactory results.
致密地层的基质渗透率对于许多地质和工程应用都很重要,例如二氧化碳地质封存、核废料处理、非常规油气和煤层气的生产。在油气生产的情况下,随着孔隙压力的减小或有效应力的增大,储层渗透率降低。实验室表征基质渗透率与有效应力(和孔隙压力)之间的关系通常是耗时的,因为目前的方法是基于所谓的逐点方法,即在一次测试中只测量一个渗透率数据点,并且这种关系通常用多个数据点表示。在本文中,我们提出了一种方法来确定基质渗透率,其与有效应力的关系,并通过三次大压力梯度的稳态流动试验来确定致密岩石样品的Biot系数。与传统的基于线性流动理论的稳态流动方法不同,采用基于非线性流动理论的分析结果来确定相关关系和参数。沿岩心样品的气体性质和渗透率随气体压力和有效应力的变化而变化,而传统方法将它们视为给定测试运行的常数。为了获得相同的参数集,我们的方法只需要三次试运行,并且由于我们的方法基于非线性流动理论,因此允许使用较大的压力梯度,因此我们的方法每次试运行所需的时间比传统方法短得多。通过与传统方法的渗透率测量结果和数值模拟结果的比较,证明了新方法的有效性。
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引用次数: 0
Corrosion Behavior and Mechanism Analysis of Oilwell Cement Under CO2 and H2S Conditions 油井水泥在CO2和H2S条件下的腐蚀行为及机理分析
Chengyu Zhou, Linghao Zeng, Yuan Sun, Min Zhou, Mingyao Lei, W. Wan, Yufeng Luo, Bo-Wei Wu, Peng Zhang, Ying Xiao
In order to explore the corrosion effect of CO2 and H2S in oilwell cement, the samples were exposed to a CO2/H2S environment. The permeability, microstructure, chemical composition, and tensile strength of the cement samples were measured by a pulse pore-permeability tester, scanning electron microscope (SEM), X-ray diffraction (XRD), and rock tensile compression tester, respectively. The corrosion behavior and mechanism of the cement samples were analyzed. The experimental results show that the corrosion degree increases with the exposure time, and the permeability increases from 0.0003 md on the seventh day to 0.0646 md on the thirtieth day. It can be concluded from the microscopic morphology that the internal structure of the corroded cement sample is compact, without an obvious loose structure, but there are some particles with different particle sizes. The composition phases of the products after corrosion are mainly calcium carbonate and silica, and the content of calcium carbonate in the corrosion area increases obviously. The tensile strength of the tested cement sample is only 9.8 MPa. The reaction of gaseous CO2 and H2S with calcium-bearing phases in a cement sample is known to cause a lowering of alkalinity, leading to the corrosion of the cement sample. Due to the existence of carbonation, carbon dioxide will gradually diffuse into the interior of the cement sample and react with hydrogen ions, calcium ions, and bicarbonate ions in the pore fluid of the cement sample to form varieties of calcium carbonate, resulting in the shrinkage of the cement sample, surface cracks, and ultimately affecting the compactness and sealing effect of the cement sample.
为了探索CO2和H2S在油井水泥中的腐蚀作用,将样品暴露在CO2/H2S环境中。采用脉冲孔隙渗透率测试仪、扫描电镜(SEM)、x射线衍射仪(XRD)和岩石拉伸压缩测试仪分别对水泥样品的渗透率、微观结构、化学成分和抗拉强度进行了测定。分析了水泥试样的腐蚀行为和腐蚀机理。实验结果表明,腐蚀程度随暴露时间的增加而增加,渗透率从第7天的0.0003 md增加到第30天的0.0646 md。从微观形貌可以看出,腐蚀水泥试样内部结构致密,没有明显的松散结构,但存在一些颗粒大小不一的颗粒。腐蚀后产物的组成相主要为碳酸钙和二氧化硅,腐蚀区碳酸钙含量明显增加。试验水泥试样的抗拉强度仅为9.8 MPa。已知气体CO2和H2S与水泥样品中含钙相的反应会导致碱度降低,从而导致水泥样品的腐蚀。由于碳化作用的存在,二氧化碳会逐渐扩散到水泥试样内部,并与水泥试样孔隙流体中的氢离子、钙离子、碳酸氢盐离子发生反应,形成各种碳酸钙,导致水泥试样收缩、表面开裂,最终影响水泥试样的密实性和密封效果。
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引用次数: 1
Log Facies Analysis and Reservoir Properties of Basement Granitic Rocks in the Pearl River Mouth Basin, South China Sea 南海珠江口盆地基底花岗质岩测井相分析及储层物性
Guiyu Hua, Xueqi Yang, Changhai Xu, Shenglan Lei, G. Zhong
Basement granitic rocks represent potential hydrocarbon reservoirs; however, our understanding of their reservoir properties remains limited. In the Pearl River Mouth Basin (PRMB) of the northern South China Sea continental margin, granitic rocks account for ~57% of the basement in terms of lithology, which provides an excellent opportunity to investigate the characteristics and distribution of basement granitic reservoirs. Here we report results from a log facies analysis of the basement granitic rocks in the PRMB based on conventional well-logging data of 13 exploration wells. In the analysis, methods of change-point analysis for segmentation and fuzzy c-means clustering for log facies classification were integrated. As a result, five log facies (LF), named LF 1 to 5, were identified. These log facies were interpreted by integrating the analysis of the lithologic significance of different well logs, the analogy with similar cases confirmed in the literature, and the calibration from the limited cutting and sidewall coring data. Reservoir properties of the basement granitic rocks in the PRMB are highly varied, depending on the degree of the development of secondary porosities and fractures. It is suggested that the granitic rocks with developed secondary porosities and fractures, as represented by the low density (DEN), high acoustic transit time (AT), and relatively high neutron porosity (NP) log facies (LF 3), have the best reservoir potential, followed by the high gamma ray (GR), relatively high AT, and low NP (LF 2), and the low NP, moderate DEN, and AT (LF 4) log facies with variable amounts of fractures, respectively. Granitic rocks represented by the remaining LF 1 and 5 are overall tight and of poor reservoir properties. Favorable reservoir log facies, consisting of LF 2 through 4, are heterogeneously distributed. These findings will be beneficial to deepening our understanding of the reservoir properties of basement granitic rocks.
基底花岗质岩是潜在的油气藏;然而,我们对其储层性质的了解仍然有限。南海北部珠江口盆地花岗岩岩性占基底岩性的57%,为研究基底花岗岩储层特征和分布提供了良好的契机。本文报道了在13口探井常规测井资料的基础上,对PRMB基底花岗质岩石进行测井相分析的结果。在分析中,结合了变化点分析的分割方法和模糊c均值聚类的测井相分类方法。结果识别出5个测井相(LF),命名为LF 1 ~ LF 5。综合分析不同测井资料的岩性意义,与文献中确认的类似案例进行类比,并根据有限的岩屑和侧壁取心数据进行标定,对测井相进行了解释。根据次生孔隙和裂缝发育程度的不同,盆地基底花岗质岩石储集物性差异很大。低密度(DEN)、高声波透射时间(AT)和较高中子孔隙度(NP)测井相(LF 3)为次生孔隙和裂缝发育的花岗岩储集潜力最佳,其次是高伽马(GR)、较高声波透射时间(AT)和低中子孔隙度(NP)测井相(LF 2),以及低NP、中等声波透射时间(DEN)和具有不同数量裂缝的AT (LF 4)测井相。其余lf1和lf5为代表的花岗质岩石整体致密,储层物性较差。有利储层测井相由lf2 ~ lf4组成,呈非均质分布。这些发现将有助于加深我们对基底花岗质储层性质的认识。
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引用次数: 0
Predicting In-Situ Physical Properties for Gas Condensates From Fluid Pressure Gradients 利用流体压力梯度预测天然气凝析油的原位物理性质
L. T. Bryndzia, M. Kittridge
New hybrid EOS-PVT models have been developed for estimating in-situ fluid properties for retrograde gas condensate fluids. The hybrid models are based on tuned equation of state (EOS) properties for a globally distributed set of quality-controlled (QC) pressure-volume-temperature (PVT) analyses of gas condensates in which the condensate-to-gas ratio (CGR) ranges from ~5 to 350 bbl/MMscf and for which in-situ fluid densities range from ~0.2 to 0.6 g/cm3. The hybrid EOS-PVT models are based on the observation that in-situ fluid densities derived from measured fluid pressure gradients (FPG) are highly correlated with EOS-derived in-situ fluid densities obtained from tuned EOS models and QC PVT data. Using fluid density values calculated using in-situ FPG data, it is now possible to estimate a variety of gas condensate fluid properties such as viscosity, mole fraction of methane (XCH4), density, acoustic velocity, and adiabatic fluid moduli, the latter being a critical input for Gassmann fluid substitution models. The utility of the new hybrid EOS-PVT models lies in their ability to facilitate rapid evaluation of stranded gas resources without having to take a fluid sample for laboratory PVT analysis. Properly executed FPG data also have great utility as a reliable QC for laboratory-measured PVT properties. We present hybrid EOS-PVT models for CGR, viscosity, in-situ fluid density, and acoustic velocity for a broad suite of gas condensates. A significant contribution of this work is the development of a new fluid acoustic properties model that enables estimation of the adiabatic fluid modulus (Kad) for retrograde gas condensates. Using predictive models reported here for fluid density [ρ] and velocity [Vp], the adiabatic fluid modulus is easily calculated. The model reported for fluid velocity was validated with direct measurements of fluid acoustic velocity on a live sample, at in-situ conditions, from the HP/HT Shearwater Field in the Central North Sea (CNS).
开发了一种新的混合EOS-PVT模型,用于逆行凝析液的原位流体性质估计。混合模型基于调谐状态方程(EOS)属性,用于全球分布的一组质量控制(QC)压力-体积-温度(PVT)分析,其中凝析油的凝析油比(CGR)范围为~5至350桶/MMscf,现场流体密度范围为~0.2至0.6 g/cm3。混合EOS-PVT模型基于以下观察结果:测量流体压力梯度(FPG)得到的原位流体密度与调整后的EOS模型和QC PVT数据得到的EOS得到的原位流体密度高度相关。利用现场FPG数据计算的流体密度值,现在可以估计各种凝析流体性质,如粘度、甲烷摩尔分数(XCH4)、密度、声速和绝热流体模量,后者是Gassmann流体替代模型的关键输入。新型混合型EOS-PVT模型的实用性在于,它们能够快速评估滞留天然气资源,而无需采集流体样本进行实验室PVT分析。正确执行的FPG数据作为实验室测量PVT特性的可靠QC也具有很大的实用性。我们提出了适用于多种气体凝析油的CGR、粘度、原位流体密度和声速的混合EOS-PVT模型。这项工作的一个重要贡献是开发了一种新的流体声学特性模型,可以估计逆行气体凝析油的绝热流体模量(Kad)。利用本文报道的流体密度[ρ]和速度[Vp]的预测模型,可以很容易地计算出绝热流体模量。在北海中部(CNS)高压/高温Shearwater油田的现场条件下,通过直接测量流体声速度,验证了所报告的流体速度模型。
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引用次数: 0
A Fast and Transparent Bayesian Log Interpretation Method 一种快速、透明的贝叶斯测井解释方法
M. Spalburg
This paper presents a fast and transparent Bayesian-based computational method that can be used for the interpretation of well logs. Rather than single values for formation properties, the results are probability distributions. The method is fast because the responses of logging tools, for a large set of formation realizations, are calculated only once and then stored with the realizations in a database. Thereafter, only this database is used for the interpretation of real well logs. The method is transparent because it entirely relies on selecting formation realizations with calculated log responses that are, within a given error margin, equal to the real logging tool responses. Therefore, only internally consistent interpretations can be found. The size of the database is realizable and the log evaluation computation time sufficiently short. The method has been tested with good results on more than 100 wells. Some of the well results are presented and discussed. The presented evaluations use databases of about 300 MB containing about 25 million realizations. Database construction and whole well evaluation each require less than a few seconds.
本文提出了一种快速、透明的贝叶斯计算方法,可用于测井解释。而不是单一值的地层性质,结果是概率分布。该方法的速度很快,因为对于大量的地层实现,测井工具的响应只需计算一次,然后与实现一起存储在数据库中。此后,只有该数据库用于解释实际测井曲线。该方法是透明的,因为它完全依赖于选择具有计算测井响应的地层实现,这些响应在给定的误差范围内等于实际测井工具的响应。因此,只能找到内部一致的解释。数据库大小可实现,日志评估计算时间足够短。该方法已在100多口井中进行了测试,取得了良好的效果。介绍和讨论了一些井的结果。所提出的评估使用大约300 MB的数据库,其中包含大约2500万个实现。数据库构建和整口井评价都需要不到几秒钟的时间。
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引用次数: 0
Bed-Detection Sensitivity Employing 1D Response to an Electric Dipole Source in Multilayer Anisotropic Formations 多层各向异性地层中电偶极子源一维响应的床层探测灵敏度
Joshua Bautista-Anguiano, T. Hagiwara
Electric and magnetic field responses originating from a primary electric current source have been analytically derived, explored, and employed to explore and detect electrical anomalies due to the presence of a bed boundary in a two-layer model, using the controlled source electromagnetic method. However, previous works on the subject demand in-depth knowledge of mathematics, which could become an obstacle for the practitioner looking to immerse into the realm of induction logging and who needs a straightforward approach to develop their algorithms. Consequently, we introduce the analytical expressions for electric and magnetic field responses to an electric current dipole source arbitrarily oriented in one-dimension (1D) transversely isotropic media. In addition, we apply these equations to examine both electric and magnetic field responses to a distant resistive anomaly from electric transverse electric dipole transmitters. Our analysis shows that magnetic field responses are significantly more sensitive to the anomaly ahead of the tool for a vertical or a horizontal borehole. While the coplanar electric field measurements with conventional electric resistivity tools are known to be sensitive to the resistivity anomaly around the tool, the axial magnetic field measurement using the transverse electric dipole transmitter and the transverse magnetic field measurement using an axial electric dipole transmitter are significantly more sensitive to the anomaly around the tool than any electric field measurements. This deep-looking capability is achieved with a relatively short source-receiver spacing of 10 m. Based on the increased deep-looking capability, we encourage the use of magnetic components from our generalized geosteering tool based on electric dipole sources because it can potentially flag anomalies at a distance 60% further in comparison to the sensitivity of electric measurements.
利用可控源电磁方法,对一次电流源产生的电场和磁场响应进行了解析推导和探索,并用于探测和检测由于两层模型中存在床层边界而导致的电异常。然而,先前关于该主题的工作需要深入的数学知识,这可能成为从业者希望沉浸在归纳日志领域的障碍,他们需要一种直接的方法来开发他们的算法。因此,我们引入了在一维(1D)横向各向同性介质中任意定向的电流偶极子源的电场和磁场响应的解析表达式。此外,我们应用这些方程来检查电横向电偶极发射机对远距离电阻异常的电场和磁场响应。我们的分析表明,无论是垂直井眼还是水平井眼,磁场响应对工具前方的异常都要敏感得多。虽然已知使用传统电阻率工具进行共面电场测量对工具周围的电阻率异常敏感,但使用横向电偶极变送器进行轴向磁场测量和使用轴向电偶极变送器进行横向磁场测量对工具周围异常的敏感性明显高于任何电场测量。这种深度探测能力是通过相对较短的10米的源接收器间距实现的。基于深度探测能力的提高,我们鼓励使用基于电偶极子源的广义地质导向工具中的磁性元件,因为与电测量的灵敏度相比,它可以在距离远60%的地方标记异常。
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引用次数: 0
Review of Recent Developments in NMR Core Analysis 核磁共振岩心分析新进展综述
M. Dick, D. Veselinović, D. Green
The last 10 years have witnessed numerous new developments and advancements in nuclear magnetic resonance (NMR) rock core analysis both in conventional and unconventional reservoirs. On the hardware side, NMR instruments are now capable of handling hundreds of thousands of radio frequency (RF) pulses, and the pulses can be more closely spaced than ever. This allows measuring samples with very fast relaxation times, which was not possible before. Higher field NMR spectrometers operating at frequencies of ~12 MHz and ~20 MHz (in addition to the standard low-field ~2 MHz instruments) were introduced, which drastically improved the signal-to-noise ratio (SNR) and even allowed two-dimensional (2D) and three-dimensional (3D) NMR imaging to be performed on the samples to complement traditional relaxation measurements. Another consequence of using higher field instruments is that even samples with a very low amount of NMR signal can now provide useful data in a reasonable amount of time. Additional hardware improvements include the development of NMR-compatible high-temperature and high-pressure vessels and faster and more robust electronics and computers, which allow faster data acquisition, processing, and a more user-friendly environment for new NMR pulse sequence design and implementation. Following the hardware improvements, new applications were developed for rock core analysis, including modified Carl-Purcell-Meiboom-Gill (CPMG) pulse sequences for minimizing sample heating. NMR-based wettability, relative permeability, capillary pressure, cuttings, and long core measurements have also been successful. In unconventionals, NMR-based gas isotherm measurements and fluid-typing measurements are now common practices. This review paper sets out to summarize the recent NMR developments in the industry as well as provide references where more details can be found on each topic.
在过去的10年里,无论是在常规油藏还是非常规油藏中,核磁共振(NMR)岩心分析都取得了许多新的发展和进步。在硬件方面,核磁共振仪器现在能够处理成千上万的射频(RF)脉冲,并且这些脉冲的间隔比以往任何时候都要近。这允许以非常快的松弛时间测量样品,这在以前是不可能的。引入了工作频率为~12 MHz和~20 MHz的高场核磁共振光谱仪(除了标准的低场~2 MHz仪器外),这大大提高了信噪比(SNR),甚至允许对样品进行二维(2D)和三维(3D)核磁共振成像,以补充传统的弛豫测量。使用高场强仪器的另一个结果是,即使样品的核磁共振信号量很低,现在也可以在合理的时间内提供有用的数据。其他硬件改进包括核磁共振兼容高温高压容器的开发,以及更快、更强大的电子设备和计算机,这些设备和计算机允许更快的数据采集、处理,以及更友好的环境,用于新的核磁共振脉冲序列设计和实现。随着硬件的改进,新的应用程序被开发用于岩心分析,包括改进的Carl-Purcell-Meiboom-Gill (CPMG)脉冲序列,以最大限度地减少样品加热。基于核磁共振的润湿性、相对渗透率、毛细压力、岩屑和长岩心测量也取得了成功。在非常规油气中,基于核磁共振的气体等温线测量和流体类型测量是目前常用的方法。这篇综述文章旨在总结核磁共振行业的最新发展,并提供有关每个主题的更多细节的参考资料。
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引用次数: 2
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Petrophysics – The SPWLA Journal of Formation Evaluation and Reservoir Description
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