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31.
Random field generators serve as a tool to model heterogeneous media for applications in hydrocarbon recovery and groundwater flow. Random fields with a power-law variogram structure, also termed fractional Brownian motion (fBm) fields, are of interest to study scale dependent heterogeneity effects on one-phase and two-phase flow. We show that such fields generated by the spectral method and the Inverse Fast Fourier Transform (IFFT) have an incorrect variogram structure and variance. To illustrate this we derive the prefactor of the fBm spectral density function, which is required to generate the fBm fields. We propose a new method to generate fBm fields that introduces weighting functions into the spectral method. It leads to a flexible and efficient algorithm. The flexibility permits an optimal choice of summation points (that is points in frequency space at which the weighting function is calculated) specific for the autocovariance structure of the field. As an illustration of the method, comparisons between estimated and expected statistics of fields with an exponential variogram and of fBm fields are presented. For power-law semivariograms, the proposed spectral method with a cylindrical distribution of the summation points gives optimal results.  相似文献   
32.
秦家屯油田储层的敏感性评价   总被引:1,自引:0,他引:1  
储层的敏感性评价是研究储层损害机理、保护储层或减小储层损害的依据,是搞好油田注水开发的基础。采用岩心流动实验装置,开展了储层敏感性的室内实验。结果表明秦家屯油田储集层对流体速度表现为弱敏感性,对盐敏表现为中等偏弱盐敏性,对酸表现为无敏感性,随着注水速度的增加,岩心的渗透率也随之增大,并未出现“桥堵”和“卡堵”现象,说明储层中不稳定的固相颗粒含量低,不能堵塞地层,油层增产可采用提高注入速度、酸化等措施,油层水敏为中等偏弱到中等偏强,注水前要注入稳定剂。碱敏表现为弱碱敏或中等碱敏,对该区三次采油作业中,尤其是碱水驱油要特别注意。  相似文献   
33.
该区储层岩石类型主要为岩屑质长石砂岩,溶解作用是主要的建设性成岩作用,压实、自生矿物充填和胶结作用是主要的破坏性成岩作用,成岩阶段处于晚成岩A亚期。该区储层较高的孔隙度是晚成岩期强烈的溶解作用形成次生溶孔的结果,而储层砂岩较低渗透率的主要成因机理是成岩期各种自生矿物的充填和胶结作用;此外,溶蚀作用形成的孤立、互不连通的粒间孔也是形成低渗微细喉道储层的主要原因。有利孔隙组合为粒间溶蚀孔-原生粒间孔-粒内破碎缝,有利储层的分布受砂体分布、构造配置及成岩作用的联合控制。  相似文献   
34.
应用自适应算法对BP网络进行改进,可以提高BP网络的收敛速度和全局寻优性能。在此基础上,利用多种测井数据及岩心描述资料作为网络模型的学习样本,以测井解释渗透率的神经网络模型为例,通过网络的学习、训练,建立测井解释神经网络模型。并应用此模型,定量计算出多口井的渗透率值,与常规渗透率计算结果相比,BP的解释结果及精度均令人满意,同时还取得了良好的实际应用效果。  相似文献   
35.
A quantitative, three‐dimensional depositional model of gravelly, braided rivers has been developed based largely on the deposits of the Sagavanirktok River in northern Alaska. These deposits were described using cores, wireline logs, trenches and ground‐penetrating radar profiles. The origin of the deposits was inferred from observations of: (1) channel and bar formation and migration and channel filling, interpreted from aerial photographs; (2) water flow during floods; and (3) the topography and texture of the river bed at low‐flow stage. This depositional model quantitatively represents the geometry of the different scales of strataset, the spatial relationships among them and their sediment texture distribution. Porosity and permeability in the model are related to sediment texture. The geometry of a particular type and scale of strataset is related to the geometry and migration of the bedform type (e.g. ripples, dunes, bedload sheets, bars) associated with deposition of the strataset. In particular, the length‐to‐thickness ratio of stratasets is similar to the wavelength‐to‐height ratio of associated bedforms. Furthermore, the wavelength and height of bedforms such as dunes and bars are related to channel depth and width. Therefore, the thickness of a particular scale of strataset (i.e. medium‐scale cross‐sets and large‐scale sets of inclined strata) will vary with river dimensions. These relationships between the dimensions of stratasets, bedforms and channels mean that this depositional model can be applied to other gravelly fluvial deposits. The depositional model can be used to interpret the origin of ancient gravelly fluvial deposits and to aid in the characterization of gravelly fluvial aquifers and hydrocarbon reservoirs.  相似文献   
36.
Abstract. The Nankai Trough runs along the Japanese Islands, where extensive BSRs have been recognized in its forearc basins. High resolution seismic surveys and site-survey wells undertaken by the MITI have revealed the gas hydrate distribution at a depth of about 290 mbsf. The MITI Nankai Trough wells were drilled in late 1999 and early 2000. The highlights were successful retrievals of abundant gas hydrate-bearing cores in a variety of sediments from the main hole and the post survey well-2, keeping the cored gas hydrate stable, and the obtaining of continuous well log data in the gas hydrate-dominant intervals from the main hole, the post survey well-1 and the post survey well-3. Gas-hydrate dominant layers were identified at the depth interval from 205 to 268 mbsf. Pore-space hydrate, very small in size, was recognized mostly filling intergranular pores of sandy sediments. Anomalous chloride contents in extracted pore water, core temperature depression, core observations as well as visible gas hydrates confirmed the presence of pore-space hydrates within moderate to thick sand layers. Gas hydrate-bearing sandy strata typically were 10 cm to a meter thick with porosities of about 40 %. Gas hydrate saturations in most hydrate-dominant layers were quite high, up to 90 % pore saturation.
All the gas hydrate-bearing cores were subjected to X-ray CT imagery measurements for observation of undisturbed sedimentary textures and gas-hydrate occurrences before being subjected to other analyses, such as (1) petrophysical properties, (2) biostratigraphy, (3) geochemistry, (4) microbiology and (5) gas hydrate characteristics.  相似文献   
37.
A coupled hydro-chemo-mechanical numerical model is developed for these coupled phenomena in many engineering fields. The model has been applied to predicting the response of a stressed rockmass column to an injected reactive fluid (reagent) flow. The response includes evolutions of porosity, permeability, reagent and mineral concentrations during dissolution. In the model, the progress of dissolution is defined by the change in porosity ratio and the porosity increases with dissolution assuming there is no precipitation. The numerical evolutions of porosity, permeability, reagent and mineral concentrations during dissolution are validated against steady state solutions. The model results show that these evolutions are regulated to a certain extent by the applied external loadings: an applied extensional stress enhances the progress of the dissolution process while an applied compression stress slows the progress of the dissolution process. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   
38.
上海地区湿地水生维管束植物及其区系特征   总被引:10,自引:1,他引:10  
王伟  陆健健 《湿地科学》2004,2(3):171-175
在参照相关资料基础上,结合实地调查,得出上海地区湿地水生维管束植物共49科107属179种。从植物生态型和生活型等方面来划分,上海地区水生维管束植物可主要分为内陆河湖水生植物、河口海岸滩涂植物和湿生植物3种类型。从区系组成来看,包含5种以上的12个较大科构成了上海地区水生维管束植物的主体,其中禾本科和莎草科种类最多;区内各属种数都在10种以下,包含3种以上的属有19属,共79种,分别占总属数的17.8%和总种数的44.2%。从区系分布区类型来看,水生蕨类植物种主要有4种分布区类型,世界分布为主要类型;而水生种子植物属有13种分布区类型,其中6个热带分布类型共有39属,占总属数的61.9%,6个温带分布类型共有24属,占总属数的38.1%,表明上海地区水生种子植物区系具有偏热带性质。同时,讨论了水生维管束植物在湿地生态系统以及湿地生态恢复中的重要作用。  相似文献   
39.
砂质岩的孔隙和喉道被网格状粘土矿物和次生加大矿物充填成微细孔喉状结构时,形成具有较高毛细管压力的致密砂岩。它与地层水发生水锁效应,可大大降低渗透率,成为致密砂岩盖层。当含水饱和度在50%以下时,束缚水饱和度比较低,致密砂岩储层可以产气;当含水饱和度在50%~90%区间时,具有较高的束缚水饱和度,相对渗透率非常低,它既不能产气也不能产水,反映为渗透率瓶颈区(具有盖层性质);当含水饱和度大于90%以上时,致密砂岩储层仅微量产水。塔里木盆地英南2井侏罗系气藏盖层由致密砂岩构成,不含水时的气体渗透率在(0.027~0.081)×10-3μm2,不能构成封堵;当含水饱和度达到60%以上时,相对渗透率几乎为零,构成有效盖层。  相似文献   
40.
In the underground waste isolation projects such as the ANDRA'one in the site of Bure, the transport properties of the surrounding rock mass is of fundamental importance. To measure very low permeability, we use the modified version of the pulse test proposed by Hsieh et al. [Hsieh, P.A., Tracy, J.V., Neuzil, C.E., Bredehoeft, J.D., Silliman, S.E., 1981. A transient laboratory method for determining the hydraulic properties of ‘tight’ rocks — I. Theory. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. Vol. 18, pp. 245-252] which enables the intrinsic permeability, k, and the specific storage coefficient, Ss, of rocks such as mudstone to be characterized. In this paper, the special effort performed on the laboratory apparatus design, to ensure a good sensitivity of the rock response with respect to both parameters, k and Ss, is presented. In addition, two parameters identification procedures are proposed: the graphical method given by Hsieh et al. [Hsieh, P.A., Tracy, J.V., Neuzil, C.E., Bredehoeft, J.D., Silliman, S.E., 1981. A transient laboratory method for determining the hydraulic properties of ‘tight’ rocks — I. Theory. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. Vol. 18, pp. 245-252] and a parameter identification based on the solution of an inverse problem. The efficiency of the apparatus design and the parameters identification procedures is then demonstrated though some pulse tests performed on the Meuse/Haute-Marne mudstone.  相似文献   
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