SLUG试井积积比图版及其应用

本文制作了放喷无产量的ＳＬＵＧ试井积积比图版,该图版的纵坐标是ＳＬＵＧ试井解的积分与ＳＬＵＧ试井解和ｔＤ／ＣＤ的乘积的比。该图版与定产量试井的压导比图版相似。本文还提出了相应的ＳＬＵＧ试井分析方法。该图版既扩大了早期续流段的区别,又扩大了晚期段的区别,并保持水平平行移动匹配,提高了匹配分辨率。     

SLUG试井积分图版及其应用

本文制作了放喷无产量的ＳＬＵＧ试井积分图版,并提出了匹配分析方法。ＳＬＵＧ试井积分图版与定产量试井双对数图版相似,但物理问题不同,纵坐标不同,分析方法不同。     

污染检测试井新图版及其应用

本研究提出了考虑续流和污染类似于麦金利图版的新图版。这种新图版既适用于压降试井,又适用于压力恢复试井;既适用于具有高传导的垂直裂缝试井,又适用于致密低渗透储层试井分析;既适用于单一介质,又适用于双重介质。     

分形油气藏双对数图版的制作及应用

本文通过用分形几何这一工具对油气渗流规律进行重新认识，对传统描述油气运动的数学模型加以改进，改进后的油气渗流数学模型更能准确地刻画油气渗流规律。并将此理论应用到试井分析中，根据传统模型图版制作原理，作出分形格林咖顿图版，并用实际生产数据加以匹配应用。所求得的各种参数更接近地下真实情况，对于油气田开发工作有很重要的现实意义。     

注采试井双对数理论图版

注采试井分析以多井渗流力学理论为基础，求解注采井地下渗流的精确解，研究注水井与生产井之间的关系，用注采比、注采井距、注采污染系数比、注采窜流系数比等参数刻画注、采井间关系。在理论上进一步完善地下渗流力学理论，从单井的参数分析发展到井问关系分析，因此也从研究内容上补充了现代试井分析。在建立无穷大地层油水两相双重介质续流污染的注采无量纲模型基础上，对注采无量纲模型求精确解，将其数值反演求实空间解，制作出注采试井双对数理论图版。     

分形理论在油气井测试中的应用--分形麦金利图版的制作和使用

分形几何理论的产生和发展为刻画非欧几里得几何系统(即分维系统)的性质提供了有效手段，使用这一工具对油气渗流规律进行重新认识，对传统描述油气运动的数学模型加以改进，并应用于试井分析中．根据传统模型图版制作原理，作出分形麦金利图版，可以看出：与传统模型拟和很差的实际数据，与分形麦金利图版的匹配效果却很好．说明油气藏更接近分维系统，所求得的各种参数更接近地下真实复杂情况，这对于油气田开发工作有重要的指导意义．     

多油层分层参数测试新方法研究与实践

针对传统的压力恢复/压力降落试井方法存在的测试时间长、影响油井产量、难以获得分层地层参数等缺陷,将生产测井的流量流压资料应用到试井领域,提出了变流量法、流量-压力波动曲线法两种多油层试井新方法,实现了在油井正常生产的情况下,求取井下各小层的地层压力、渗透率、污染系数等分层地层参数,较好地解决了多层合采油井的分层参数测试难题。详细地阐述了两种多油层试井新方法的测试原理,并列举了其现场应用情况。      

新疆第三届天山地质矿产学术讨论会召开

新疆第三届天山地质矿产学术讨论会召开ＴＨＥＨＯＬＤＩＮＧＯＦＴＨＥＴＨＩＲＤＳＹＭＰＯＳＩＵＭＯＮＴＩＡＮＳＨＡＮＧＥＯＬＯＧＹＡＮＤＭＩＮＥＲＡＬＲＥＳＯＵＲＣＥＳＯＦＸＩＮＪＩＡＮＧ￥／／由自治区科协、新疆地质矿产局、新疆石油管理局、西北石油地质...     

煤层气注入/压降测试技术应用

介绍了煤层气注入／压降试井的概念、原理、常规设备、程序、试井参数和资料分析处理方法。     

数值试井技术在凝析气藏边界识别中的应用

做为一种新兴试井解释技术,数值试井技术在油、气藏复杂边界形态描述方面发挥了重要作用,具有处理非均质、复杂边界油气藏问题的优点.通过对塔中某区块凝析气藏测试资料综合分析评价,探讨了综合运用解析试井及数值试井进行联合分析方法,将测试动态成果和地质静态成果进行对比,相互验证、补充,实现了对油、气藏外部复杂边界形态的精细描述,落实该气藏边界情况,为该区块凝析气藏下一步开发提供可靠依据.     

Analytical solution for transient groundwater flow during slug test in vertical cutoff walls

An analysis method for transient groundwater flow during slug tests performed in vertical cutoff walls is presented. The analytical solution for evaluating hydraulic conductivity of vertical cutoff walls is derived by applying the method of images to the previously developed analytical solution that is exclusively applicable to an infinite aquifer. Two distinct boundary conditions are considered to account for the configuration of the vertical cutoff wall: the wall‐soil formation interfaces with or without the existence of filter cakes, that is, constant‐head boundary and no‐flux boundary conditions. A series of type curves is constructed from the analytical solution and compared with those of a partially penetrated well within an aquifer. The constant‐head boundary condition provides faster hydraulic head recovery than the aquifer case. On the other hand, the no‐flux boundary condition leads to a delayed hydraulic head recovery. The greater the shape factor and well offset from the center of the cutoff wall, and the smaller the width of the cutoff wall, the greater the effect of the boundary condition observed in the type curves. This result shows the significance of considering proper boundary conditions at the vertical cutoff wall in analyzing slug tests. Copyright © 2014 John Wiley & Sons, Ltd.     

双重介质水平井产量递减分析方法

水平井开发特殊类型油气藏有其独到优势,针对双重孔隙介质水平井复杂渗流,以Warren-Root双重介质模型为基础,建立了水平井三维不稳定渗流模型,采用Laplace变换、有限Fourier余弦变换及叠加积分等方法对模型进行求解,获得定产条件下无量纲井底压力解,再利用Duhamel褶积原理将定产条件压力解变换为井底定压条件下的产量解;通过重新定义无量纲量建立McCray型产量积分平均递减方程,结合Stehfest数值反演,获得无量纲产量积分平均递减曲线及其导数曲线图版。计算结果表明,产量积分平均导数曲线上出现双重介质特有的“凹子”, 应用该类图版拟合生产数据可方便进行产量预测及储层动态参数求取。     

气压式振荡试验确定地层渗透系数适宜性

为评价滨海地区海（咸）水入侵区不同类型地层渗透性,提出振荡试验适宜模型选择方法。利用Geoprobe系统对不同平面位置地层实施了气压式振荡试验,部分点位进行了分层测试;利用配线法计算地层渗透系数。结果表明:当试验目标层为承压含水层时,利用Butler模型分析欠阻尼振荡试验,KGS模型分析过阻尼振荡试验,均可获得良好的计算结果;当试验目标层为弱透水层时,KGS模型可用于过阻尼振荡试验的数据分析,但计算结果会受到相邻高渗透性含水层以及钻孔编录不准确的影响。地层渗透性等级未知条件下,需根据地层类型、介质岩性、测试井结构和水位恢复过程曲线特征选择适宜的振荡试验分析模型,以准确获取地层渗透系数值。     

Stress and strain fields for overdamped slug tests in aquifer materials,and resulting conservation equation

Two theories may be used to analyze overdamped variable‐head (slug) tests in aquifer materials. The first theory assumes that the solid matrix strain has a negligible influence. The second theory takes into account some elastic and immediate strain. Something is wrong with these theories because they yield different hydraulic conductivity values. This paper explains what is wrong after establishing the strain‐stress elastic equations for a slug test in 2 ideal conditions: plane strain and spherical symmetry. The equations show that the radial contraction (or elongation) and tangential elongation (or contraction) yield a null volumetric strain. As a result, the conservation is described by the Laplace equation, which is used by the first theory. This first theory is the only one to yield correct solutions. The diffusion equation, with storativity, which is used by the second theory, is physically ill founded for slug tests in aquifers. This new proof scientifically confirms previously raised doubts and experimental proofs that the second theory is ill founded.     

A new solution for a partially penetrating constant‐rate pumping well with a finite‐thickness skin

A mathematical model describing the constant pumping is developed for a partially penetrating well in a heterogeneous aquifer system. The Laplace‐domain solution for the model is derived by applying the Laplace transforms with respect to time and the finite Fourier cosine transforms with respect to vertical co‐ordinates. This solution is used to produce the curves of dimensionless drawdown versus dimensionless time to investigate the influences of the patch zone and well partial penetration on the drawdown distributions. The results show that the dimensionless drawdown depends on the hydraulic properties of the patch and formation zones. The effect of a partially penetrating well on the drawdown with a negative patch zone is larger than that with a positive patch zone. For a single‐zone aquifer case, neglecting the effect of a well radius will give significant error in estimating dimensionless drawdown, especially when dimensionless distance is small. The dimensionless drawdown curves for cases with and without considering the well radius approach the Hantush equation (Advances in Hydroscience. Academic Press: New York, 1964) at large time and/or large distance away from a test well. Copyright © 2007 John Wiley & Sons, Ltd.     

A novel analytical solution for constant‐head test in a patchy aquifer

A mathematical model describing the hydraulic head distribution for a constant‐head test performed in a well situated at the centre of a patchy aquifer is presented. The analytical solution for the mathematical model is derived by the Laplace transforms and the Bromwich integral method. The solution for the hydraulic head has been shown to satisfy the governing equations, related boundary conditions, and continuity requirements for the hydraulic head and flow rate at the interface of the patch and outer regions. An efficient numerical approach is proposed to evaluate the solution, which has an integral covering an integration range from zero to infinity and an integrand consisting the product and square of the Bessel functions. This solution can be used to produce the curves of dimensionless hydraulic head against dimensionless time for investigating the effect of the contrast of formation properties on the dimensionless hydraulic head distribution. Define the ratio of outer‐region transmissivity to patch‐region transmissivity as α. The dimensionless hydraulic head for α=0.1 case is about 2.72 times to that for α=10 case at dimensionless large time (e.g. τ?10⁶) when the dimensionless distance (ρ) equals 10. The results indicate that the hydraulic head distribution highly depends on the hydraulic properties of two‐zone formations. Copyright © 2006 John Wiley & Sons, Ltd.     

煤层气藏水平井渗流规律与压力动态分析

通过气体拟压力代替Langmuir吸附公式中的压力,得到了煤层气藏水平井拟稳态渗流的数学模型。采用积分变换和分离变量等方法求解了数学模型,给出了Laplace变换空间解。绘制并分析了吸附因子、储容比、窜流系数和渗透率模数对典型曲线的影响。通过分析指出,拟稳态流的双对数压力导数曲线会出现明显的“V”形曲线,并且储容比和煤层气吸附系数主要影响“V”形曲线的深浅,而窜流系数主要影响“V”形曲线出现时间的早晚。渗透率变异系数主要影响典型曲线的晚期形态,而对早期形态没有影响。      

确定含水层渗透系数的冲击试验方法

运用Hvorslevr冲击试验方法测定CIRP试验场地下研究设施(URF)试验含水层的渗透系数。由于含水层厚度小、富水性差,正在进行核素迁移试验,以及操作空间有限,因此不能进行抽水或注水试验,同时考虑到试验范围较小,故采取冲击试验求含水层的渗透系数。含水层介质为亚粘土,隔水底板距URF底板面约6m。试验的冲击量小,可以忽略URF内南部含水层对试验结果的影响。试验钻孔的孔径和井管内径相近,减小了钻孔结构对试验结果的影响。试验结果(472×10-4、658×10-4cm/s)与采用自URF内试验含水层的未扰动土柱所作的室内渗透试验结果(41×10-4～82×10-4cm/s)在同一数量级。