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1.
The model proposed in this article relates permeability to porosity measurements that can easily be performed in the laboratory. The pore size distribution (PSD) curve is updated with strains and damage. The updated volumetric fractions of natural pores and cracks are introduced in the expression of permeability. Contrary to classical permeability models based on PSD integrations, the model proposed in this article accounts for possible changes in the porosity modes: one mode for undamaged samples and two modes for cracked samples. The proposed approach also accounts for varying states of damage, as opposed to classical fracture network models, in which the cracks pattern is fixed. The only material parameters that are required to describe the microstructure are the lower and upper bounds of the pores size for both natural pores and cracks. All the other PSD parameters involved in the model are related to macroscopic parameters that can easily be determined in the laboratory, such as the initial void ratio. The framework proposed in this article can be used in any damage constitutive model to determine the permeability of a brittle porous medium. Drained triaxial compression tests have been simulated. Before cracks initiation, permeability decreases while the larger natural pores are getting squeezed. After the occurrence of damage, permeability grows due to the increase of cracks density. The model performs well to represent the influence of the confining pressure on damage evolution and permeability variations. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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A particulate model has been developed to analyze the effects of transient and steady state seepage of water through a randomly-packed coarse-grained soil as an alternative to conventional seepage analysis based on continuum models. In this model, the soil skeleton and the pore water are volumetrically coupled in the transient and steady-state conditions. The concept of relative density has been used to define different compaction levels of the soil layers forming a pavement filter system and observe the seepage response to compaction. First, Monte–Carlo simulation is used to randomly pack discrete spherical particles from a specified particle size distribution (PSD) to achieve a desired relative density based on the theoretical minimum and maximum void ratios. Then, a water pressure gradient is applied across one two-layer unit to trigger water seepage. The interstitial pore water motion is idealized using Navier–Stokes (NS) equations with provision to incorporate the drag forces acting between the pore fluid and soil particles. The NS equations are discretized using finite differences and applied to discrete elements in a staggered, structured grid. The model predicted hydraulic conductivities are validated using widely used equations. 相似文献
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为了探讨煤的微孔介孔演化特征及其成因,在华北二叠纪煤盆地,采取7个不同煤化程度的煤样,分别采用低压CO2吸附法和液氮吸附法对各煤样的纳米孔隙进行表征;基于密度泛函理论、DA（Dubinin—Astakhov）、DR（Dubinin—Radushkevich）、BET、BJH等方程计算孔隙表面参数;分析煤的微孔（孔径<2 nm）和介孔（孔径2~50 nm）的孔径分布、孔容和比表面积随煤级变化的规律;并探讨微孔形成的主控因素及介孔的形成机制。研究结果表明:微孔孔容和比表面积与煤的镜质体反射率高度正相关,微孔在吸附中占绝对支配性主导地位;微孔孔径分布曲线呈双峰分布,不同煤级煤样的曲线形态相似,极微孔随煤级增加最快;介孔比表面积和孔容随煤级增加逐渐下降,介孔孔径分布呈单峰分布,随着煤级的增加,煤的BET比表面积先减少后增加,呈U形分布;微孔的形成应主要受控于煤的类微晶参数和芳香层片间的堆垛结构,而介孔的形成应主要受控于煤侧链的变化和煤的基本结构单元间隙。 相似文献
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泥岩自愈合特性是核废料库选址评价及储库安全稳定性分析的一项重要研究内容。以某泥岩高放废物处置库为研究背景,在室内和现场试验的基础上,采用指数模型建立了巷道围岩渗透性分布模型和裂隙渗透性自愈合模型;结合巷道围岩孔隙水压力的多年观测资料,通过建立能够反映实际施工过程的水-力耦合计算模型,采用精确罚函数法以及Nelder-Mead算法相结合的有限元优化反分析程序,对巷道围岩渗透性参数进行反演研究。结果表明：反演所得的围岩渗透系数量级与试验值量级均为10-12 m/s,反演孔隙水压力值与实测值比较接近;围岩垂向渗透系数的扰动程度和范围明显大于水平向渗透系数,垂向渗透系数提高了2个数量级,扰动范围约为25 m,渗透性恢复到初始水平时间约需5 a。 相似文献
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Granular filters retain base material within the narrowest constrictions of their void network. A direct comparison of the base material particle size distribution (PSD) and the filter constriction size distribution (CSD) cannot easily be used to assess filter-base compatibility. Here a conceptually simple random-walk network model using a filter CSD derived from discrete element modelling and base PSD is used to assess filter-base compatibility. Following verification using experimental data the model is applied to assess empirical ratios between filter and base characteristic diameters. The effects of filter density, void connectivity and blocking in the first few filter layers are highlighted. 相似文献
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重载铁路基床表层级配碎石渗透系数的快速、精确测定,对工程施工质量及工期的保证具有重要意义。基于达西定律研制适用于级配碎石的大型常水头渗透试验装置,并利用该装置考虑边壁效应进行一系列渗透试验,探究试样孔隙比e、不均匀系数Cu及特征粒径参数对其渗透系数K20的影响程度及规律。结合试验数据,以太沙基模型为基础,建立同时考虑孔隙及级配特征参数的渗透系数改进计算模型,并通过试验验证其精确性。结果表明:级配碎石的K20与其e2、平均粒径平方d502呈线性关系,与Cu呈负指数关系;d50对K20的影响权重最大,Cu次之,e最小;提出的计算模型具有较高准确性,可为新建重载铁路基床表层施工中填料渗透系数的快速测定及运营路基基床的渗透稳定性评估提供参考。 相似文献
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Rodríguez Castro Antonio Ahmadi-Sénichault Azita Omari Abdelaziz 《Hydrogeology Journal》2021,29(8):2853-2866
Substantial progress has been recently achieved in the development of a clean alternative to mercury intrusion porosimetry (MIP) based on single-phase flow measurements in porous samples using yield stress fluids. However, no study to date has examined the scale of the pore length actually provided by the yield stress fluids porosimetry method (YSM) in consolidated porous media. Indeed, while the results of YSM were compared to those provided by MIP in the past, the relationships between the characterized pore size distribution (PSD) and the actual pore geometry have still not been addressed for this type of porous media. This issue is of special interest to geoscientists involved in seeking relevant information from core characterization operations. With this aim in mind, the objective of the present paper is to evaluate the agreement between the PSDs characterized by YSM, the pore-opening size distributions provided by MIP tests, and the pore-throat and pore-body size distributions obtained from X-ray computed microtomography. For this purpose, a set of artificial and natural porous samples with permeability values extending over two magnitudes were characterized by using both YSM and MIP laboratory tests. Then, the results were matched to the model pore geometries extracted from digital images of the real microstructure. This analysis led to the main conclusion that YSM can be reliably used as an adequate substitute for MIP in the case of the investigated consolidated media, given the general agreement observed between these methods.
相似文献8.
Emad S. AlHomadhi 《Arabian Journal of Geosciences》2014,7(7):2871-2879
In sandstone, there is a trend between porosity (?) and permeability (k). It is a linear relationship having the form log (k)?=?a?+?(b ?). The slope, intercept, and degree of scatter of the log(k)???? trends vary from formation to another. These variations are attributed to differences in initial grain size and sorting, diagenetic history, cementation, clay content, pore geometry, and compaction history. In the literature, permeability and porosity modeling by using lab experiments was carried out by using unconsolidated sandstone, sand packs, or synthetic particles. Such models cannot be applied to predict flow properties of consolidated natural sandstone. Furthermore in these models, sand grain size, shape, and sorting factors were considered as the main factors that affect porosity and permeability. Hardly, any attention was paid to the confining pressure and the fraction of cementing material that bind the grain to form a coherent rock. If these two crucial aspects are not taken into consideration during the model development, the model cannot be applied to natural consolidated sandstone. The main objective of the present paper is to develop a new model for porosity versus permeability taking into account important factors such as sand grain size and sorting, compaction pressure, and concentration of cementing material that bind the sand grains. The effect for clay swelling or migration was however discarded, as the sand grains were washed prior to consolidation. The sand used in producing the sandstone cores was medium- to fine-sized well-sorted sand grains. The grain’s sphericity was measured to be in the range of (0.8–0.9) with little angularity. The fabricated cores have an average compressive strength of 5,700 psi, which is comparable with Bera sandstone strength. Also, the produced cores were stable in the fluid media as they were subjected to 300 °C to allow cementing material to be crystallized. The aspect of the present work was to analyze the dependence of both the permeability as well as the porosity on the variables of the present study that consist of grain size, cementation fraction, and the confining pressure. Using the experimental data, a linear relationship, in terms of each variable, was developed here that can eventually help researchers to fabricate cores with desired properties. The second step was to generate more general models to be used as references for scholars for further work in this research field. Nonlinear regression analysis was carried out on all the three variables of the present study to obtain two nonlinear correlations: one describes the behavior of permeability and the other describes porosity. In the third step, an advanced correlation that describes permeability versus porosity in a quantitative manner was developed by using nonlinear regression analysis. Permeability was studied accordingly as a function of all the three variables of the present study as well as porosity. This step represents the main objective of this paper. 相似文献
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为研究沁水盆地煤样渗透率演化规律,构建了煤样渗透率测定的瞬态压力脉冲法实验装置,使用N2和CO2在实验室开展了3种试验条件的渗透率测定,应用Connell模型对实验结果进行分析,并讨论了模型预测值和实验值之间差别的原因。结果表明,（1）在恒定孔压变围压条件下渗透率随有效应力增大而减小;在等有效应力条件下,渗透率随孔压增大而减少;在恒定围压变孔压条件下,随孔压增大,渗透率呈先减小后变大的趋势。（2）运用Connell模型预测的恒定围压变孔压条件的渗透率值大于实验值,原因可能是由于裂隙压缩性系数和吸附应变系数存在估计误差。通过开展实验室渗透率实验和模型分析,对指导实验室内二氧化碳封存和气体驱替实验及其模拟研究具有借鉴意义。 相似文献
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海拉尔盆地碎屑岩储层束缚水饱和度的确定 总被引：4，自引：0，他引：4
核磁测井资料确定束缚水饱和度主要是采用T2固定截止值法.随着对复杂岩性储层的勘探,近年来,在固定T2截止值方法基础上又发展了锥形T2截止值法、薄膜模型以及频谱模型.对于岩性多变、孔隙结构复杂的碎屑岩储层,常规测井方法和以T2截止值为基础的核磁测井方法确定的束缚水饱和度都难以满足测井评价的精度要求,这时需要考虑薄膜模型和频谱模型方法.这两种模型认为各种尺寸的孔隙中均含有束缚水,只是不同尺寸孔隙束缚水含量不一样.在对海拉尔盆地岩性多变、孔隙结构复杂的碎屑岩储层的实践中,对回波串数据作多指数反演拟合时采用了2的幂次方方式布点,相应地得到了核磁测井T2谱,并从中选取了9个孔隙组分,将其与反映粘土含量的中子-密度孔隙度差值结合,采用回归的方法得到了束缚水饱和度的计算公式.回归公式在海拉尔盆地取得了较好的应用效果,尤其是贝尔凹陷,预测效果提高了将近1倍,计算的束缚水饱和度与岩心分析束缚水饱和度相比,平均相对误差从15.1%减小到8.7%. 相似文献
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为研究黄土的孔隙分布(PSD)和土 -水特征曲线(SWCC)与黄土沉积环境的关系,在甘肃榆中县和平镇和正宁县及陕西泾阳县等黄土台塬上部采取原状马兰黄土样,先测定其基本物理指标,再用压汞法测得各土样的PSD曲线,同时用滤纸法测得其SWCC。结果表明:和平镇马兰黄土的PSD曲线为单峰形态,泾阳县马兰黄土的PSD曲线为双峰形态,正宁马兰黄土的PSD曲线具有三峰特点。各土样的SWCC具有与PSD曲线相对应的阶梯状形态。SWCC与PSD曲线之间的对应关系,说明黄土的土水特征受孔隙分布的控制。获取3个原状样扫描电镜图像,微结构显示出这种地域性分异现象。对各采样点的气候环境分析表明,黄土PSD曲线之间的差异主要是由成土作用强弱决定的。将降水量与蒸发量的比值定义为蒸渗系数 (CEI),作为刻画成土作用强弱的指标。发现当CEI≤0.3时,PSD曲线为单峰模式;0.3＜CEI≤0.4时,PSD曲线为双峰模式;0.4＜CEI≤0.5时,PSD曲线为三峰模式,相应的SWCC分别为单拐点、双拐点和三拐点模式。 相似文献
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Takaaki WAJIMA Shuji OKUDA Youqing CHEN Masahiko BESSHO Takashi NISHIYAMA 《Resource Geology》2000,50(3):191-200
Abstract: Pore spaces and microcracks in representative oil, gas and geothermal reservoir rocks from the Green Tuff region, Japan, were examined using a fluorescent technique. This technique was developed to visualize microscopically pore spaces and microcracks filled with synthetic resin mixed with fluorescent paint under ultraviolet light. Various morphology of pore spaces and microcracks was clearly identified. Spaces in studied reservoir rocks are classified into following three types: pore spaces in matrix, pore spaces in particles, and microcracks. It is observed that valuable oil and gas reservoir rocks relatively include many pore spaces, while microcracks are important for geothermal rocks. Correlation between textural characteristics and porosity or permeability was found in the oil reservoir rocks. Effective permeability depends upon pore spaces in matrix more than upon other components such as pore spaces in particles and microcracks. Looseness in matrix caused by larger grain size of particles is strongly correlated with permeability. Pore spaces play an important role as a reservoir in oil and gas fields, but are less important in geothermal field. Instead, microcracks are important for geothermal reservoir system. 相似文献
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普光地区长兴组和飞仙关组碳酸盐岩储层孔隙度与渗透率之间没有严格通用的数学关系,导致储层渗透率计算具有很大困难.通过对该地区测井资料、常规薄片、铸体薄片和岩心物性等资料进行分析,表明碳酸盐岩孔隙类型是影响孔渗关系的主要因素.基于常规测井资料构造出对孔隙结构比较敏感的测井特征:声波时差与密度比值和深浅侧向电阻率比值,可用于对该地区碳酸盐岩孔隙类型进行识别,再针对不同的孔隙类型建立相应的孔渗关系模型,用于计算该地区储层渗透率.实例资料处理结果表明,模型计算渗透率与岩心分析渗透率符合较好,且井间规律具有一致性,基于孔隙结构建立的储层孔隙度与渗透率模型能较好地确定储层渗透率. 相似文献
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V.C. Taty Costodes C.F. MausseK. Molala A.E. Lewis 《International Journal of Mineral Processing》2006
This paper examines the active mechanisms responsible for the size enlargement of nickel metal particles during reduction by hydrogen gas. The population balance, related to particle size distribution, is discretized and solved with the method of moments to model the experimental data. This data was generated in a solution of intermittently constant supersaturation during the batch reduction in an 11,000 l of autoclave. PSD and mass distributions were determined by periodically removing suspension samples. In the proposed model, only the growth mechanism is taken into account and aggregation is ignored. Comparison of simulated and experimental PSD and mass distributions show that growth was not the only active mechanisms. Results from the plant indicate that there is an increase in particle size as the cycle progresses. The model generally underpredicts the growth shift in the PSDs' for the early and the larger densifications although it correctly predicts the growth shift in the middle densifications. Constant growth is therefore not the exclusive controlling mechanism. The findings have been confirmed by the trend of the zeroth moment as a function of time. 相似文献
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粗粒土的颗粒级配、形状和密实度都是影响其孔隙结构,进而影响其渗透特性的重要因素。但长期以来,对颗粒形状影响的关注度较少,其主要原因在于不容易定量描述颗粒形状及其影响的孔隙结构特征。选取已获取长宽比和圆形度的不规则形状碎石、规则形状的球和八面体颗粒分别装填试样,针对颗粒级配和颗粒形状的差异,开展孔隙结构特征和渗透性的对比研究。通过CT扫描试样内部结构图像,重构试样的三维孔隙结构并计算孔隙比表面积。通过渗透试验测得试样的渗透系数。结果表明：试样孔隙比表面积是表达孔隙结构特征的有效参数,在相同级配和孔隙率的条件下,试样孔隙比表面积随颗粒圆形度和趋近球形程度的增加而减小;相同级配和孔隙率的条件下,渗透系数随孔隙比表面积的减小而增大,随颗粒圆形度增大而增大;球形颗粒试样的渗透性最强,试样颗粒越偏离球形,孔隙系统中水流阻力越大,试样渗透性越弱。 相似文献
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碳酸盐岩储层参数对微观渗流的影响 总被引：1，自引：0，他引：1
针对碳酸盐岩油藏孔隙大小的双峰分布特征,首先利用计算机模拟建立了描述不同孔隙特征的大孔隙网络模型和微孔隙网络模型,在此基础上提出一种耦合算法构建出的同时描述大孔隙和微孔隙特征的碳酸盐岩双孔隙网络模型;然后,基于侵入-逾渗理论,模拟双孔隙网络模型中油水两相流体的一次驱替和二次吸吮过程,并建立了毛细管压力和相对渗透率的求解模型;最后,通过调整双孔隙网络结构参数,模拟水湿油藏条件下碳酸盐岩储层参数对相对渗透率曲线的影响. 结果表明,随着微孔隙比例因子和平均配位数的增加,油相相对渗透率曲线升高;随着双孔隙半径比的增加,油相和水相相对渗透率曲线下降,这对碳酸盐岩油藏渗流机理研究有着重要的指导意义. 相似文献
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为明确伊拉克M油田白垩系Mishrif组碳酸盐岩储层成因,基于岩芯观察、铸体薄片、物性分析及测井资料,通过沉积微相分析确定研究区沉积环境,系统分析不同沉积相储层特征。结果表明:M油田Mishrif组为带障壁的缓坡环境,包括潟湖边缘坪、潟湖、台内滩、滩后、潮道、浅滩、滩前及开阔浅海。中、高渗储层主要发育于浅滩和滩前等高能沉积环境,储集层以粒间孔和粒间溶孔为主,发育大孔喉,生屑滩储集层和滩前储集层物性分布区间较大。潟湖边缘坪、潟湖、台内滩及滩后等低能沉积环境以低渗和特低渗储集层为主,孔隙度跨度大,孔隙类型主要为基质微孔、颗粒微孔、铸模孔和粒间孔,以微喉和中喉为主,喉道分选较好。综合分析认为:沉积相通过控制沉积物的结构组分控制了岩石的成岩演化。高能沉积型储集层以溶蚀作用和胶结作用为主,储集层物性是胶结物对孔隙和喉道充填封堵程度的函数;低能沉积型储层是生物多样性和差异成岩作用的结果,选择性溶蚀作用、与生物扰动相伴生的白云化作用、泥晶化作用、胶结作用、非选择性溶蚀作用和混合白云化作用形成的复杂孔隙控制了储集层物性。 相似文献