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考虑介质变形和长期导流能力的裂缝性气藏压裂产能模拟研究 总被引:1,自引:0,他引:1
在气藏开采过程中,由于孔隙压力的不断降低,使得介质变形而导致渗透率的变化,进而影响井的产量。针对这一问题,提出了各种流体与固体耦合的数值模拟模型。然而,对于裂缝性储层和多相渗流问题,流固耦合模型中许多参数不易获取,且求解难度很大,使得耦合模型存在一定的应用局限性。很少有文献在气井产能模拟时将介质变形和就地的长期导流能力加以综合考虑。文章考虑介质变形引起的天然裂缝渗透率的变化和裂缝导流能力随时间递减的影响,建立了裂缝性气藏压裂后气水两相渗流数学模型,推导出了数值计算模型;本模型易于编程求解,对于研究裂缝性气藏的渗流特征,特别是进行单井压后产能预测具有一定的实用意义。计算表明:不考虑介质变形和导流能力递减所预测的气产量偏高;目前普遍使用的气藏数值模拟软件中,假定渗透率、裂缝导流能力为常数,以致模拟计算结果比实际偏高。 相似文献
75.
The compositions (1 −x)Ag2SO4−(x)BaSO4, wherex=0·01 to 0·6, were prepared by slow cooling of the melt. The extent of the solid solubility of Ba2+ in Ag2SO4 was determined by X-ray powder diffraction and scanning electron microscopy. The bulk conductivity of each sample was obtained
using a detailed impedance analysis. The partial substitution of Ba2+ results in the enhancement of conductivity in compliance with the classical aliovalent doping theory. A simplistic model
based on lattice distortion (expansion) due to partial substitution of Ag+ by the bigger Ba2+ has been considered to explain enhanced conductivity. Beyond solid-solubility limit (5·27 mole%) the BaSO4-dispersed Ag2SO4 conductivity follows the usual trend seen in binary systems. An increase in conductivity in this case is discussed in the
light of interfacial reactions and surface defect chemistry. The maximum conductivity in 20 mole% BaSO4 dispersed Ag2SO4 is due to percolation threshold. 相似文献
76.
简要介绍了在引进支撑环境下独立开发的专用CAD系统应用软件-“液压启闭机CAD系统”的运行环境、结构特点,主要功能模块的功能、开发过程中碰到的关键技术难点及解决办法。 相似文献
77.
Coupling GIS with Hydrologic and Hydraulic Flood Modelling 总被引:6,自引:1,他引:5
Nunes Correia Francisco Castro Rego Filipe Da Grača Saraiva Maria Ramos Isabel 《Water Resources Management》1998,12(3):229-249
Geographic Information Systems (GIS) have been recognised as a powerful means to integrate and analyse data from various sources in the context of comprehensive floodplain management. As part of this comprehensive approach to floodplain management, it is very important to be able to predict the consequences of different scenarios in terms of flooded areas and associated risk. Hydrologic and hydraulic modelling plays a crucial role and there is much to gain in incorporating these modelling capabilities in GIS. This is still a rather complex task and research is being done on the full integration of these models. Interfacing between these models and GIS may be a very efficient way of overcoming the difficulties and getting very good results in terms of engineering practice. This paper presents results based on the use of Intergraph GIS coupled with Idrisi GIS. Using these two systems substantially increased the flexibility of using GIS as a tool for flood studies. A lumped (XSRAIN) and a distributed (OMEGA) hydrologic models were used to simulate flood hydrographs. The well known HEC-2 Hydraulic model was used to compute flooded areas. These models were applied in the Livramento catchment with very good results. The computation of flooded areas for different flood scenarios, and its representation in GIS, can be used in the assessment of affected property and associated damages. This is a very useful GIS-based approach to floodplain management. 相似文献
78.
Zhang Sheng-ming Yangtze River Scientific Research Institute Wuhan Hubei P. R. China 《水动力学研究与进展(B辑)》1992,(2)
Through a series of model tests of five scales for 2-D free hydraulic jump, the da-ta of fluctuating pressure acting on the floor level within the hydraulic jump were obtained. Dur-ing the experiments, Froude number varied from 2.94 to 8.61, and Reynolds number rangedfrom 2×10~4 to 6×10~5. Experiment results indicate that the amplitude scale of fluctuating pres-sure is the length scale of model, i. e. P'=L, which agrees with gravity similarity law: Thefrequency scale of the fluctuating pressure is a unity i. e., f=1, which does not satisfy thegravity similarity law. 相似文献
79.
本文主要论述了面流消能五种典型流态近底紊动流速特性,总结出了近底时均流速和紊动强度沿程变化规律,提出了近底紊动流速可能出现的最大瞬时值及相应位置的计算公式。面流消能工程的下游防冲设计中考虑的主要水力参数之一是,消能段近底流速紊动可能出现的最大瞬时值及其相应的部位,但目前国内外研究成果较少。笔者通过水工模型试验重点研究了面流消能各典型流态近底流速及其紊动纵向分量沿程的变化规律,并提出了计算公式,为优化面流设计提供科学依据。 相似文献
80.
Transport properties of 1,1-difluoroethane (R152a) 总被引:2,自引:0,他引:2
R. Krauss V. C. Weiss T. A. Edison J. V. Sengers K. Stephan 《International Journal of Thermophysics》1996,17(4):731-757
Based on reliable. carefully selected data sets. equations for the thermal conductivity and the viscosity of the refrigerant R 112a are presented. They are valid at temperatures from 240 to 440 K, pressures up to 20 MPa. and densities up to 1050 kg · m–3. including the critical region. 相似文献