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1.
为了准确评价矩形渗流区域内页岩气藏压裂直井的产能,加强气井生产过程中的科学性管理。通过运用Fick扩散定律和达西渗流规律,建立页岩气藏压裂直井基质扩散方程和裂缝渗流方程。结合时间叠加原理,通过Green函数给出矩形封闭边界和矩形定压边界下无限导流垂直裂缝井不稳定渗流的解析解。研究结果明确了页岩气藏矩形边界压裂直井的渗流特征及不同扩散特征下的压力响应,提出了矩形页岩气藏压裂直井产能评价方法,达到了快速评价及准确预测气井产能的目的。矩形页岩气藏的流动能分为7个阶段。通过将本文提出的矩形封闭边界模型与实际生产数据拟合,得到单井产量平均拟合误差为11.6%,压力平均拟合误差为8.3%,累计产气量平均拟合误差为7.12%。  相似文献   

2.
单裂缝中携砂液流动规律研究   总被引:3,自引:0,他引:3  
裂缝中携砂液流动是一种固液两相流,携砂液的运移与支撑剂的铺置是水力压裂裂缝保持导流能力的关键.本文基于FLUENT流体计算软件,采用双流体模型,将颗粒看作拟流体,携砂液按照牛顿流体处理,分析了支撑剂体积分数α_s、阿基米德数Ar、颗粒雷诺数Re以及裂缝入口边界对流动规律的影响.研究结果表明:携砂液在裂缝中的流动过程中,发展成为支撑剂体积分数不同的四个区域,包括砂堤区、颗粒悬浮区、颗粒滚流区和无砂区;支撑剂的沉降程度随着支撑剂体积分数和阿基米德数的增加而增加,而随着雷诺数增加而降低;入口为网眼型时,进入裂缝后过流面积的增加导致流速突降,使得支撑剂更容易在入口处产生堆积,在同一入口流速下,较均匀入口的工况铺砂高度大.  相似文献   

3.
水平井砾石充填数值模拟研究进展   总被引:1,自引:0,他引:1  
综述了水平井数值模拟研究的最新进展,内容包括:水平井砾石充填 机理及技术难题、充填过程中平衡砂床高度、临界流速的计算模型,描述了筛管/井筒环空砂 浆流动、冲管/筛管环空纯携砂液流动以及它们之间流体的交换和向地层的滤失过程. 重点介 绍了$\alpha$波充填过程中流动数学模型的研究现状及影响水平井砾石充填的各个 因素和存在的问题.  相似文献   

4.
垂直井筒井液携砂流动规律研究及其在油井生产中的应用   总被引:6,自引:0,他引:6  
借助自建的实验装置,研究了油井出砂砂粒在流体中的沉降规律,以此为基础提出了井液携砂能力计算模型,然后将这一研究结果与常规有杆泵抽油井生产参数设计方法相结合,提出了有杆泵抽油系统在携砂生产条件下的参数设计方法。  相似文献   

5.
基于Gibson大变形固结理论,通过引入Hansbo渗流模型和软黏土非线性变形特性,同时考虑土层的沉积效应,分别建立了以孔隙比$e$和超孔压$u$表示的砂井地基大变形固结方程。通过与已有研究成果的对比,验证了本文方法的可靠性和砂井地基大变形固结方程两种描述方式的等效性。通过FlexPDE得到方程的数值解,在此基础上,研究了砂井地基大、小应变固结理论与Barron固结解的差异性,探讨了Hansbo渗流参数$m$和$I_1$对砂井地基固结的影响,最后对比分析了砂井地基轴对称固结、径向固结和竖向一维固结的关系。研究结果表明:考虑Hansbo渗流的砂井地基非线性大变形固结模型的固结速率最慢,且在固结后期,Hansbo渗流时大、小应变固结与Barron固结的平均固结度基本趋近;随着Hansbo渗流参数$m$和$I_1$的逐渐增大,砂井地基的固结速率逐渐降低;随着砂井影响半径的增大,砂井地基轴对称固结与径向固结的差异性也越来越大,且在固结早期会出现一维竖向固结速率高于轴对称固结和径向固结的现象。  相似文献   

6.
防砂井挡砂介质堵塞造成降产已成为困扰油气井防砂的关键问题。已开展的大量堵塞规律研究主要涉及机理和定性描述,尚未形成可用的堵塞程度定量预测方法。针对这一问题,本文在广泛应用的砾石充填防砂条件下,利用挡砂介质堵塞评价驱替实验装置,进行了砾石层堵塞机理和规律实验,着重考察了砾石层堵塞渗透率比随驱替时间、砾砂中值比、流体流速、流体粘度、粘土含量、细质含量等生产条件的定量变化规律。根据实验数据,首先拟合砾石充填层堵塞渗透率比随时间的定量关系,引入综合堵塞系数和单项堵塞系数表征各生产条件对堵塞规律的影响,然后拟合了堵塞系数与各生产参数的经验关系,整合得到一个根据防砂参数和生产条件预测砾石充填层堵塞程度随时间变化规律的定量模型。结果表明,不同生产条件砾石层渗透率在投产早期下降较快,然后下降速度减缓并趋于基本不再变化,达到堵塞平衡状态。具体变化规律由防砂参数和生产条件控制。使用实际防砂井资料进行了模型应用案例分析,结果和规律与现场实际基本相符。该模型进一步修正后可用于防砂井动态产能预测与评价。  相似文献   

7.
基于Gibson大变形固结理论,通过引入Hansbo渗流模型和软黏土非线性变形特性,同时考虑土层的沉积效应,分别建立了以孔隙比e和超孔压u表示的砂井地基大变形固结方程。通过与已有研究成果的对比,验证了本文方法的可靠性和砂井地基大变形固结方程两种描述方式的等效性。通过FlexPDE得到方程的数值解,在此基础上,研究了砂井地基大、小应变固结理论与Barron固结解的差异性,探讨了Hansbo渗流参数m和I1对砂井地基固结的影响,最后对比分析了砂井地基轴对称固结、径向固结和竖向一维固结的关系。研究结果表明:考虑Hansbo渗流的砂井地基非线性大变形固结模型的固结速率最慢,且在固结后期,Hansbo渗流时大、小应变固结与Barron固结的平均固结度基本趋近;随着Hansbo渗流参数m和I1的逐渐增大,砂井地基的固结速率逐渐降低;随着砂井影响半径的增大,砂井地基轴对称固结与径向固结的差异性也越来越大,且在固结早期会出现一维竖向固结速率高于轴对称固结和径向固结的现象。  相似文献   

8.
各向异性双重介质垂直裂缝井两相流体渗流   总被引:2,自引:0,他引:2  
邓英尔  刘慈群 《力学学报》2000,32(6):698-706
建立了各向异性双重介质中垂直裂缝井两相渗流数学模型,用有限差分法求得了其解,进行了算例分析。得到了含水饱和度沿径向、最大及最小渗透率方向的分布和水驱油前缘等饱和度面随时间的变化,分别讨论了各向异性、吸渗作用对这种介质中两相流体渗流的影响。结果表明:渗透率较在的方向,前缘推进速度较快,油井见水较早;吸渗使前缘推进速度减慢,使油井见水晚。注水开发这种油藏时,见水前注入率不能太大以充分发挥吸渗作用,存在最佳注入率。这对于水力压裂垂直裂缝井注水开发碳酸盐岩裂缝性油藏有指导意义。  相似文献   

9.
欧阳伟平  张冕  孙虎 《力学学报》2016,48(2):464-472
多段压裂水平井技术是目前开采致密气最常用的方法之一,在致密气压裂水平井试井测试中常常伴随着一定的产水量,井筒气液两相流会增加井筒流体的流动阻力,加大井筒流体流动对试井解释的影响.为了明确井筒气液两相流对致密气藏压裂水平井试井的影响,提高产水致密气压裂水平井的试井解释精度,建立了一种井筒气液两相流与地层渗流耦合的试井模型,采用数值方法对模型进行求解,获得了考虑井筒气液两相流的压裂水平井试井理论曲线、压力场分布及裂缝产量分布.研究结果表明:井筒气液两相流会增加试井理论曲线中压力和压力导数值,造成靠近入窗点的压力扩散要快于远离入窗点的压力扩散,引起靠近入窗点的裂缝产量要高于远离入窗点的裂缝产量.现场实例分析进一步说明,不考虑井筒两相流可能会对产水压裂水平井的试井解释结果产生很大误差,主要表现为水平井筒假设为无限大导流能力会使得拟合得到的表皮系数偏大,将测试点视为入窗点会使得拟合得到的原始地层压力偏小.所建立的考虑井筒两相流的压裂水平井试井模型为产水致密气井试井资料的正确解释提供了重要技术保障.  相似文献   

10.
天然气水合物作为一种储量大、无污染的清洁能源近些年受到了广泛关注. 近20年来,中国进行了较大范围的陆海域天然气水合物储层勘探与储量预测.2017年,中国地质调查局牵头对南海神狐海域的天然气水合物进行了基于降压渗流原理的试验性开采.国内外已进行的水合物试采工程面临着气体产量低、出砂较多等问题,其最主要的原因之一是开发过程中沉积物内复杂多相渗流机理尚不明晰.本文综述了平行毛细管模型、Kozeny模型等广泛应用于天然气水合物开发渗流分析的理论模型,对比分析了水合物开发多尺度渗流过程模拟方法,简述了国内外含水合物沉积物渗透率测试、渗流过程中沉积物物性演变以及水合物开采室内模拟等方面的渗流实验进展,总结了矿场尺度的天然气水合物储层开采过程中产气数值模拟手段,展望了多相渗流模型、储层原位含水合物样品室内测试及结构与物性演化、矿场尺度数值模拟与水平井压裂技术等应用研究的未来方向与挑战.   相似文献   

11.
In oil industries, wells are mostly cased and perforated rather than completing the producing formation as open-hole. This study concentrates on the steady-state flow behaviour of a single-phase fluid in and around perforated completion tunnels (up to 50 inches long) including inertial effects (Non-Darcy flow). It is shown that the pressure drop inside long perforated tunnels under high flow velocity conditions is negligible compared to that around the perforated region within the porous medium. The results also indicate that the impact of perforation parameters varies with increasing fluid velocity but approaches an asymptotic value at very high flow velocity. The perforation length is the most important parameter whereas perforation radius, rock and fluid properties have little impact on the perforation performance.  相似文献   

12.
13.
The fiber has great advantages in hydraulic fracturing when considering fluid leak off and flow friction, proppant transportation and fracture damage, proppant or sand production, and fracture geometry. However, some drawbacks, such as poor chemical stability, mechanical properties, heat denaturation, and dispersivity, always emerge in oilfield cases. Accordingly, a new type of nanocomposite fiber is used to overcome these shortcomings in our research. Generally, fiber??s conventional performance, dispersivity and proppant suspension capability can be evaluated easily, but reliable evaluation and optimization of fiber applications could not be obtained by normal indoor experimental instruments. So we developed the ??fracture filling model??, a specially designed instrument to evaluate the performances of fracture conductivity, proppant backflow, and sand control. All the performances of the nanocomposite fiber were evaluated, and the length and concentration of the fiber were optimized. The results have great influences on both theoretical study and field treatments of the new nanocomposite fiber.  相似文献   

14.
This paper presents an experimental work aimed at studying the effects of particle image velocimetry (PIV) interrogation area and overlaps, location of the interface, as well as depth ratios on the flow at the interface between a model porous medium and an overlying free flow. The porous media were modeled using square arrays of circular rods of diameter and porosity 0.88, filling fraction ranging from 0.47 to 0.75, and depth-to-porous medium pore ratio ranging from 5.75 to 13.69. Using a pressure-driven refractive-index matched viscous fluid, the bulk Reynolds number was kept approximately constant at a regime in which inertia was not a factor. PIV measurements were made across various streamwise-transverse planes of the test section. For the present tests, it was observed that PIV interrogation area (IA) and overlap effects on the interfacial velocities are negligible when the IA sizes in dimensionless units ranged from 0.017 to 0.145 in flow parameters and 0.036 to 0.300 in porous media parameters. Other dimensionless slip parameters are however significantly affected. Interfacial slip parameters of porous media models were found to change by as much as 120 % with change in the interfacial location. The interfacial location sensitivity was also found to be dependent on the direction of deviation, the type of porous medium, and depth ratios. Volume averaged results showed that for flows over models of porous media, the depth-to-porous medium pore ratio effects are more prominent compared with the filling fraction effects, for both two- and three-dimensional porous media.  相似文献   

15.
The effect of yield stress on the flow characteristics of a Casson fluid in a homogeneous porous medium bounded by a circular tube is investigated by employing the Brinkman model to account for the Darcy resistance offered by the porous medium. The non-linear coupled implicit system of differential equations governing the flow is first transformed into suitable integral equations and are solved numerically. Analytical solution is obtained for a Newtonian fluid in the case of constant permeability, and the numerical solution is verified with that of the analytic solution. The effect of yield stress of the fluid and permeability of the porous medium on shear stress and velocity distributions, plug flow radius and flow rate are examined. The minimum pressure gradient required to start the flow is found to be independent of the permeability of the porous medium and is equal to the yield stress of the fluid.  相似文献   

16.
The flow of water and 1% surfactant solution displacing oil through homogeneous and non-homogeneous porous media have been studied experimentally. The results are shown by taking the photographs of unstable interface at regular interval of time. These photographs suggest that the spreading of the moving interface in lateral direction is more for 1% surfactant solution displacing oil than for water displacing oil and also the interface is more stable for surfactant flooding in the bed. The wavelengths of viscous fingers measured from the experiments are found to be in good agreement with the theoretical predictions for homogeneous bed. The percentage oil recovery at breakthrough is improved considerably with the use of surfactant solution. Effect of flow rate on recovery and breakthrough time has also been studied. Finally, the effect of non-homogeneous packing on the growth of fingers has been studied by creating non-homogeneous medium in an otherwise homogeneous porous medium.  相似文献   

17.
The problem of two circular wellbores of different size in a poroelastic medium is considered in the present work. The constitutive behaviour of the poroelastic medium is assumed to comply with the classical Biot model for isotropic porous materials infiltrated by compressible fluid. The wellbores are assumed infinitely long and the fluid flow is taken stationary, thus making it possible to perform a plane strain analysis. Owing to the geometrical layout of the system, bipolar cylindrical coordinates have been adopted. Three different sets of BCs on the pressure field and on the fluid flux have been considered, founding the corresponding forms of the pressure field. Based on Helmholtz representation, a displacement potential has been introduced, and the corresponding stress field in the poroelastic medium has been assessed. However, such a solution does not satisfy the BCs at the edges of the wells. Then, an auxiliary stress function, which allows accomplishing the BCs, is introduced, leading to the complete solution of the problem. The cases of two coaxial wellbores (eccentric annulus), a single hole bored in a poroelastic half plane and two intersecting holes have been considered also. The proposed approach allows evaluating the pore pressure and the stress and strain fields in the system varying the amplitude of the wells and the physical parameters of the porous material. In particular, the evaluation of the peak values of the stress components around the circular boreholes plays a key role in a variety of engineering contexts, with particular reference to the stability analysis of wellbores and tunnels and failure of vascular vessels in biological tissues.  相似文献   

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