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Research advances in enhanced coal seam gas extraction by controllable shock wave fracturing
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作者 Chaojun Fan Hao Sun +6 位作者 Sheng Li Lei Yang Bin Xiao Zhenhua Yang Mingkun Luo Xiaofeng Jiang Lijun Zhou 《International Journal of Coal Science & Technology》 EI CAS CSCD 2024年第3期1-31,共31页
With the continuous increase of mining in depth,the gas extraction faces the challenges of low permeability,great ground stress,high temperature and large gas pressure in coal seam.The controllable shock wave(CSW),as ... With the continuous increase of mining in depth,the gas extraction faces the challenges of low permeability,great ground stress,high temperature and large gas pressure in coal seam.The controllable shock wave(CSW),as a new method for enhancing permeability of coal seam to improve gas extraction,features in the advantages of high efficiency,eco-friendly,and low cost.In order to better utilize the CSW into gas extraction in coal mine,the mechanism and feasibility of CSW enhanced extraction need to be studied.In this paper,the basic principles,the experimental tests,the mathematical models,and the on-site tests of CSW fracturing coal seams are reviewed,thereby its future research directions are provided.Based on the different media between electrodes,the CSW can be divided into three categories:hydraulic effect,wire explosion and excitation of energetic materials by detonating wire.During the process of propagation and attenuation of the high-energy shock wave in coal,the shock wave and bubble pulsation work together to produce an enhanced permeability effect on the coal seam.The stronger the strength of the CSW is,the more cracks created in the coal is,and the greater the length,width and area of the cracks being.The repeated shock on the coal seam is conducive to the formation of complex network fracture system as well as the reduction of coal seam strength,but excessive shock frequency will also damage the coal structure,resulting in the limited effect of the enhanced gas extraction.Under the influence of ground stress,the crack propagation in coal seam will be restrained.The difference of horizontal principal stress has a significant impact on the shape,propagation direction and connectivity of the CSW induced cracks.The permeability enhancement effect of CSW is affected by the breakage degree of coal seam.The shock wave is absorbed by the broken coal,which may hinder the propagation of CSW,resulting in a poor effect of permeability enhancement.When arranging two adjacent boreholes for CSW permeability enhancement test,the spacing of boreholes should not be too close,which may lead to negative pressure mutual pulling in the early stage of drainage.At present,the accurate method for effectively predicting the CSW permeability enhanced range should be further investigated. 展开更多
关键词 Controllable shock wave permeability enhancement gas extraction Basic principle Experimental test Mathematical models On-site test
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Three dimensional discrete element modelling of the conventional compression behavior of gas hydrate bearing coal
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作者 Xia Gao Nannan Wang +4 位作者 Baoyong Zhang Qiqi Lin Qiang Wu Wei Meng Xia Liu 《International Journal of Coal Science & Technology》 EI CAS CSCD 2024年第1期61-77,共17页
To analyze the relationship between macro and meso parameters of the gas hydrate bearing coal(GHBC)and to calibrate the meso-parameters,the numerical tests were conducted to simulate the laboratory triaxial compressio... To analyze the relationship between macro and meso parameters of the gas hydrate bearing coal(GHBC)and to calibrate the meso-parameters,the numerical tests were conducted to simulate the laboratory triaxial compression tests by PFC3D,with the parallel bond model employed as the particle contact constitutive model.First,twenty simulation tests were conducted to quantify the relationship between the macro–meso parameters.Then,nine orthogonal simulation tests were performed using four meso-mechanical parameters in a three-level to evaluate the sensitivity of the meso-mechanical parameters.Furthermore,the calibration method of the meso-parameters were then proposed.Finally,the contact force chain,the contact force and the contact number were examined to investigate the saturation effect on the meso-mechanical behavior of GHBC.The results show that:(1)The elastic modulus linearly increases with the bonding stiffness ratio and the friction coefficient while exponentially increasing with the normal bonding strength and the bonding radius coefficient.The failure strength increases exponentially with the increase of the friction coefficient,the normal bonding strength and the bonding radius coefficient,and remains constant with the increase of bond stiffness ratio;(2)The friction coefficient and the bond radius coefficient are most sensitive to the elastic modulus and the failure strength;(3)The number of the force chains,the contact force,and the bond strength between particles will increase with the increase of the hydrate saturation,which leads to the larger failure strength. 展开更多
关键词 gas hydrate bearing coal Discrete element method Triaxial compression test Macro-meso mechanical propertie
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New method of calculating formation parameters of low permeability gas reservoir
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作者 SHANG Xi-tao HE Shun-li LI Xiu-sheng 《Journal of Energy and Power Engineering》 2009年第3期34-39,共6页
The data of modified isochronal testing of gas well is just used to calculate gas well deliverability. Fully utilizing well test data make it possible to obtain formation parameters, such as gas well deliverability, e... The data of modified isochronal testing of gas well is just used to calculate gas well deliverability. Fully utilizing well test data make it possible to obtain formation parameters, such as gas well deliverability, effective permeability and skin factor at the same time. Based on transient flow theory, the pressure drawdown equation of gas unsteady seepage can be deducted. One simulated case is used to illustrate the applicability of the proposed method. The result of analyzed case shows that the proposed method can provide accurate estimate of formation permeability and skin factor compared with the method of Homer curves. 展开更多
关键词 gas reservoir well testing pressure test formation parameters method
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A Review of Test Methods for the Determination of the Permeability Coefficient of Gravelly Soils Used for Embankment Dams 被引量:1
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作者 Zhenggang Zhan Han Chen +2 位作者 Yanyi Zhang Ruilin Cheng Gang Deng 《Fluid Dynamics & Materials Processing》 EI 2022年第1期131-144,共14页
The factors influencing the permeability coefficient of gravelly soils used for the development of embankment dams(core wall)are analyzed.Such factors include(but are not limited to)soil size,anisotropy,density and bo... The factors influencing the permeability coefficient of gravelly soils used for the development of embankment dams(core wall)are analyzed.Such factors include(but are not limited to)soil size,anisotropy,density and boundary effects.A review of the literature is conducted and new directions of research are proposed.In such a framework,it is shown that gravelly soil with controlled density and vertical stress should be used to optimize the measurement of the vertical and horizontal permeability coefficients,respectively. 展开更多
关键词 Wide-grading gravelly soil core wall materials permeability coefficient test method
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重复注气压降法煤层渗透率模型与原位测试研究 被引量:1
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作者 李伟 杨世龙 +1 位作者 周红星 刘金兆 《煤炭科学技术》 EI CAS CSCD 北大核心 2024年第4期193-202,共10页
煤层渗透率作为衡量瓦斯渗流与抽采难易程度的重要指标,对其进行准确测定具有重要意义。针对现有方法计算渗透率测试周期长、结果不稳定、模型不完善等问题,研究煤层渗透率的快速准确测定方法及相应的计算模型。基于煤层中气体径向不稳... 煤层渗透率作为衡量瓦斯渗流与抽采难易程度的重要指标,对其进行准确测定具有重要意义。针对现有方法计算渗透率测试周期长、结果不稳定、模型不完善等问题,研究煤层渗透率的快速准确测定方法及相应的计算模型。基于煤层中气体径向不稳定流控制方程,结合不同压差下气体在煤层中的体积流量方程,建立可利用全区间压降数据测定煤层渗透率的注气压降计算模型。应用COMSOL数值模拟软件的达西渗流模块对模型进行求解,针对现场工程设计中可对压降曲线产生影响的测压气室长度进行单变量处理,根据模拟结果分析钻孔的测压气室长度可设计为2.0 m。根据数值模拟结果进行现场布置,搭建井下重复注气压降试验系统,结合煤层瓦斯赋存条件和巷道条件施工两组穿层钻孔,对2个测点分别注入两次高于煤层瓦斯压力的补偿气体进行渗透率原位测试,测试周期分别约为6 d和17 d,第2轮测试的注气压力高于第1轮。结合理论推导验证了注气压降过程中煤层瓦斯的雷诺数均处于线性达西渗流段,瓦斯在煤层中的渗流符合达西定律,满足计算模型的假设。与传统煤层渗透率计算方法进行了比较,结果表明:本方法和径向流量法的计算结果基本一致,可以满足实际工程需要。重复注气压降法的测试结果稳定可靠,具备快速测定的优点。 展开更多
关键词 重复注气压降法 煤层渗透率 注气参数优化 原位测试 瓦斯抽采
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发制品透气性检测方法的研究
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作者 沈悦明 曾文敏 周兆懿 《合成纤维》 CAS 2024年第3期46-50,共5页
发制品已成为消费者更具时尚性和个性化的消费品。透气性能是衡量发制品穿戴舒适性的关键性能,也是消费者关注的重点。研究了发制品透气性的试验仪器和试验参数,最终制定了发制品透气性的检测方法。试验表明:测试夹具及试验参数可以有... 发制品已成为消费者更具时尚性和个性化的消费品。透气性能是衡量发制品穿戴舒适性的关键性能,也是消费者关注的重点。研究了发制品透气性的试验仪器和试验参数,最终制定了发制品透气性的检测方法。试验表明:测试夹具及试验参数可以有效区分不同结构帽底透气性能的好坏,检测方法重现性好,精密度达到可接受水平。 展开更多
关键词 发制品 透气性 检测方法
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基于真三轴试验装置的岩石渗流密封方式改进及实验研究
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作者 武鹏飞 雒小飞 +2 位作者 王建美 宋晓夏 王建龙 《实验科学与技术》 2024年第1期121-126,共6页
国内现有的非常规油气储层的渗透性测试大多采用圆柱试样,通过假三轴试验装置进行测试,而真三轴条件下立方体试件棱边大多存在棱边串流与端面密封不严的缺陷。基于现有真三轴试验装置,以及大量的实验经验,针对现有的立方体试件单橡胶套... 国内现有的非常规油气储层的渗透性测试大多采用圆柱试样,通过假三轴试验装置进行测试,而真三轴条件下立方体试件棱边大多存在棱边串流与端面密封不严的缺陷。基于现有真三轴试验装置,以及大量的实验经验,针对现有的立方体试件单橡胶套渗流密封方式进行改进。介绍了嵌套式“上下密封套”结构特征,特别对棱边区的密封进行了设计,提出了密封套顶-底端面凹陷型内嵌“单孔网槽导流板”结构设计,并对顶部传压板的尺寸进行了讨论。对100 mm×100 mm×100 mm立方体煤样进行了真三轴渗流试验分析,得到了不同入口渗透压力真三轴围压条件下的渗透率。该密封方法的改进有助于提高科研单位及测试中心对原位地应力条件下非常规油气储层渗透性测试精度,并提高高端科研人才的实践创新能力与科研素养。 展开更多
关键词 非常规油气储层 真三轴试验装置 渗透性 密封套 密封方法
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长江漫滩区软土渗透系数计算方法对比分析
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作者 张杰 黄勇 《中国煤炭地质》 2024年第2期37-42,共6页
软土(弱透水层)是地下水系统的重要组成部分,主要由黏土、亚黏土及粉质黏土等渗透系数较小的土体组成,其渗透系数在实际工程渗流计算中具有重要意义。以长江软土地区海太过江通道工程南岸弱透水层为研究对象,采用经验公式法(室内土工颗... 软土(弱透水层)是地下水系统的重要组成部分,主要由黏土、亚黏土及粉质黏土等渗透系数较小的土体组成,其渗透系数在实际工程渗流计算中具有重要意义。以长江软土地区海太过江通道工程南岸弱透水层为研究对象,采用经验公式法(室内土工颗分试验)、微水试验配线法以及数值模拟反演法,对于弱透水层的渗透系数进行计算,所得结果分别为7.196×10^(-5)、1.50×10^(-5)、8.10×10^(-5)cm/s;多方法相互验证,降低了单一方法影响范围小、取样存在偶然性等因素的影响。根据工程最不利原则,研究区弱透水层渗透系数建议取值为8.1×10^(-5)cm/s。 展开更多
关键词 水文地质参数计算 渗透系数 经验公式法 微水试验 数值反演 软土地区
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基于拓扑管网法的抽水试验渗透系数反演研究
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作者 王应保 甘彬 李天雨 《广西水利水电》 2024年第3期1-5,26,共6页
抽水试验是获取当地水文地质参数的常规手段。本文根据环北部湾广西水资源配置工程郁江那凤干线现场抽水试验,建立多孔抽水拓扑管网模型,并将序列二次规划法优化方法(SQP)应用于渗透系数反演计算中,最终获得工程区内承压含水层平行断层... 抽水试验是获取当地水文地质参数的常规手段。本文根据环北部湾广西水资源配置工程郁江那凤干线现场抽水试验,建立多孔抽水拓扑管网模型,并将序列二次规划法优化方法(SQP)应用于渗透系数反演计算中,最终获得工程区内承压含水层平行断层方向和垂直断层方向的渗透系数,与实测数据对比,反演效果良好。该方法能获取各向异性渗透系数,为抽水试验反演地下水参数提供了一种新的思路和方法。 展开更多
关键词 拓扑管网法 抽水试验 渗透系数 反演 SQP
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地质聚合物混凝土抗氯离子渗透性能研究进展
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作者 余金虎 李强 +2 位作者 刘学应 周曙光 王超 《硅酸盐通报》 CAS 北大核心 2024年第7期2503-2513,共11页
地质聚合物混凝土是一种新型绿色建筑材料,氯离子传输是影响其服役寿命的关键因素。本文在介绍地质聚合物混凝土氯离子传输机理的基础上,归纳总结了地质聚合物混凝土抗氯离子渗透性能试验方法的特点和局限性,介绍了地质聚合物混凝土抗... 地质聚合物混凝土是一种新型绿色建筑材料,氯离子传输是影响其服役寿命的关键因素。本文在介绍地质聚合物混凝土氯离子传输机理的基础上,归纳总结了地质聚合物混凝土抗氯离子渗透性能试验方法的特点和局限性,介绍了地质聚合物混凝土抗氯离子渗透性能的影响因素,并对比了其与普通混凝土氯离子传输机理的区别。文章最后指出高温、冻融等单一因素影响下的地质聚合物混凝土氯离子传输模型、碱掺量和水玻璃模数对地质聚合物混凝土抗氯离子渗透性能的影响,以及氯离子的显色边界浓度的准确性等还有待进一步深入研究。 展开更多
关键词 地质聚合物混凝土 氯离子 渗透性能 传输机理 试验方法 影响因素
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河床沉积物竖管试验求参方法应用与评价
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作者 卜新峰 王俊智 +1 位作者 顾龙龙 李亚哲 《人民黄河》 CAS 北大核心 2024年第2期118-122,128,共6页
利用和田河干流下游河段河床沉积物竖管试验数据,开展不同竖管试验求参方法的应用与评价工作,选取HTST01试验点进行垂向渗透试验,选取HTST02试验点分别进行水平方向渗透试验和垂向渗透试验,分析传统计算法的渗透系数取值合理性以及其与... 利用和田河干流下游河段河床沉积物竖管试验数据,开展不同竖管试验求参方法的应用与评价工作,选取HTST01试验点进行垂向渗透试验,选取HTST02试验点分别进行水平方向渗透试验和垂向渗透试验,分析传统计算法的渗透系数取值合理性以及其与直线图解法计算结果之间的差异。结果表明:传统计算法获取的各试验工况渗透系数近似服从具有一定偏度和峰度的非标准正态分布,均具有中等变异性;采用算术平均值进行参数取值具有一定的合理性和适用性,而采用随机计算值时参数取值的误差大小具有偶然性和不确定性。直线图解法能够有效避免随机误差的产生,但其获取的计算结果与传统计算法的算术平均值存在一定差异,其相对误差平均值为10.59%,最大相对误差值超过27.00%。在竖管试验应用过程中,不应忽视计算方法求参取值合理性的影响。 展开更多
关键词 竖管试验 河床沉积物 传统计算法 直线图解法 渗透系数 和田河干流
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透水沥青混合料车辙试验离散元仿真
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作者 柴荣山 董震 +2 位作者 单景松 倪效学 王延忠 《山东交通学院学报》 CAS 2024年第2期26-32,共7页
为分析车辙对透水沥青混合料内部空隙的影响,以透水沥青混合料PAC-13为研究对象,进行按级配上限及级配中值成型的沥青混合料试件的车辙试验,得到轮迹处的车辙及空隙率的变化规律;基于车辙试验数据,采用离散元软件PFC 2D,从细观角度建立... 为分析车辙对透水沥青混合料内部空隙的影响,以透水沥青混合料PAC-13为研究对象,进行按级配上限及级配中值成型的沥青混合料试件的车辙试验,得到轮迹处的车辙及空隙率的变化规律;基于车辙试验数据,采用离散元软件PFC 2D,从细观角度建立透水沥青混合料离散元颗粒仿真模型,分析透水沥青混合料车辙产生过程中内部空隙及颗粒间接触力的变化规律,并考虑试件厚度对空隙率的影响。研究结果表明:车辆荷载作用处沥青混合料空隙率变化比其他部位大;在相同荷载作用下,级配中值沥青混合料的空隙率变化比级配上限沥青混合料小;级配上限沥青混合料的模型厚度增大,空隙率变化减小,颗粒间接触力向下传递的趋势降低,且车辙板底部所受颗粒间接触力较小;厚8 cm的车辙板在荷载位置的空隙率变化较大,且随距表面距离的增大,空隙率变化幅度减小。 展开更多
关键词 透水沥青混合料 车辙试验 离散元法 空隙率
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彬长矿区复杂地质条件下覆岩导水裂隙带发育特征研究
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作者 李国平 刘宝玉 +2 位作者 于可伟 李盼盼 蔚波 《能源与环保》 2024年第9期127-132,共6页
彬长矿区雅店煤矿主采1煤和4煤,分别采用一次性采全高和综放开采2种采煤方式进行回采,为了研究不同开采方式下覆岩破坏规律,以雅店煤矿ZC1101工作面和ZF1405工作面为例,分别采用经验公式、数值模拟和现场实测3种手段,计算不同开采方式... 彬长矿区雅店煤矿主采1煤和4煤,分别采用一次性采全高和综放开采2种采煤方式进行回采,为了研究不同开采方式下覆岩破坏规律,以雅店煤矿ZC1101工作面和ZF1405工作面为例,分别采用经验公式、数值模拟和现场实测3种手段,计算不同开采方式下导水裂隙带发育高度,并采用钻孔降水头注水试验的方法,对煤层开采后顶板含水层渗透性变化规律进行研究。研究结果表明,一次性采全高开采条件下导水裂隙带发育高度为113 m,裂采比为37.7倍;综放开采条件下导水裂隙带发育高度为245 m,裂采比为21.5倍;煤层开采后受采动破坏影响,上覆含水层渗透系数增大5~10倍。此研究成果可作为矿井制定防治水技术措施的重要依据,同时,也可丰富彬长矿区导水裂隙带高度发育的数据库。 展开更多
关键词 侏罗纪煤田 覆岩破坏规律 采煤方式 注水试验 渗透性变化
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多孔混凝土的配合比优化及施工技术研究
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作者 王永安 《佳木斯大学学报(自然科学版)》 CAS 2024年第8期110-112,154,共4页
内容采用三水平七因素正交试验法探讨影响多孔混凝土抗压强度和透水系数的因素,涵盖目标孔隙率、水胶比、骨料种类、硅灰掺量、粉煤灰掺量及搅拌方式。试验结果显示,影响抗压强度的因素主次顺序为目标孔隙率>骨料种类>水胶比>... 内容采用三水平七因素正交试验法探讨影响多孔混凝土抗压强度和透水系数的因素,涵盖目标孔隙率、水胶比、骨料种类、硅灰掺量、粉煤灰掺量及搅拌方式。试验结果显示,影响抗压强度的因素主次顺序为目标孔隙率>骨料种类>水胶比>搅拌方式>硅灰掺量>粉煤灰掺量,而透水系数的影响因素顺序为目标孔隙率>骨料种类>粉煤灰掺量>水胶比>搅拌方式>硅灰掺量。研究为多孔混凝土的设计和应用提供了科学依据和实践指导。 展开更多
关键词 正交试验法 多孔混凝土 抗压强度 透水系数 优化配合比
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西辽河通辽段河床沉积物渗透系数的现场测定
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作者 刘笑宇 澈丽木格 +2 位作者 张彤豪 周天雨 刘圣昱 《地下水》 2024年第4期61-62,96,共3页
采用不同方法对西辽河通辽段河床沉积物渗透系数进行现场测定,获取各点位的垂向渗透系数。并分别在探坑、土样坑、渗透仪渗水试验、竖管试验、渗坑法渗水试验、双环渗水试验位置处及其附近,先从河底表面取沉积物样,再从岩性明显变化的... 采用不同方法对西辽河通辽段河床沉积物渗透系数进行现场测定,获取各点位的垂向渗透系数。并分别在探坑、土样坑、渗透仪渗水试验、竖管试验、渗坑法渗水试验、双环渗水试验位置处及其附近,先从河底表面取沉积物样,再从岩性明显变化的不同深度取样,带回实验室,进行颗粒分析,探讨河床沉积物渗透系数与颗粒级配之间的关系。结果表明:随着河床沉积物中砂石含量的增加其渗透系数也增大;反之,河床沉积物中黏土含量增加其渗透系数减小。沉积物的颗粒级配是影响渗透系数的重要因素,颗粒级配对于沉积物的孔隙尺寸、孔隙的形状及大小都有很大的影响。研究结果可为计算地表水与地下水的交换量提供可靠的水文地质参数,进而提高地下水资源评价结果的精度。 展开更多
关键词 渗透仪渗水试验 竖管试验 渗坑法渗水试验 双环渗水试验 渗透系数 河床沉积物 西辽河通辽段 颗粒分析
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Stability analysis of submarine slopes in the area of the test production of gas hydrate in the South China Sea 被引量:8
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作者 Yao-hong Shi Qian-yong Liang +3 位作者 Jiang-pin Yang Qing-meng Yuan Xue-min Wu Liang Kong 《China Geology》 2019年第3期276-286,共11页
In this paper, the mechanical properties of gas hydrate-bearing sediments (GHBS) were summarized and the instability mechanism of submarine hydrate-bearing slope (SHBS) was analyzed under the background of the test pr... In this paper, the mechanical properties of gas hydrate-bearing sediments (GHBS) were summarized and the instability mechanism of submarine hydrate-bearing slope (SHBS) was analyzed under the background of the test production of gas hydrate in the northern part of the South China Sea. The strength reduction finite element method (SRFEM) was introduced to the stability analysis of submarine slopes for the safety of the test production. Two schemes were designed to determine the physical and mechanical parameters of four target wells. Through the division of the hydrate dissociation region and the design of four working conditions, the range and degree of hydrate dissociation at different stages during the test production were simulated. Based on the software ABAQUS, 37 FEM models of SHBS were set up to analyze and assess the stability of the submarine slopes in the area of the test production. Necessary information such as safety factors, deformation, and displacement were obtained at different stages and under different working conditions. According to the calculation results, the submarine slope area is stable before the test production, and the safety factors almost remains the same during and after the test production. All these indicate that the test production has no obvious influence on the area of the test production and the submarine slopes in the area are stable during and after the test production. 展开更多
关键词 gas HYDRATE test PRODUCTION Strength reduction finite element method SUBMARINE slope Stability gas HYDRATE exploration engineering South China Sea China
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Research of in-situ hydraulic test method by using double packer equipment 被引量:1
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作者 JI Rui-li ZHANG Ming +3 位作者 SU Rui GUO Yong-hai ZHOU Zhi-chao LI Jie-biao 《Journal of Groundwater Science and Engineering》 2016年第1期41-51,共11页
Double packer equipment for hydraulic test can be used to measure pressure of test zone directly, and it is frequently used to perform many kinds of hydraulic tests and take groundwater sample from borehole. The test ... Double packer equipment for hydraulic test can be used to measure pressure of test zone directly, and it is frequently used to perform many kinds of hydraulic tests and take groundwater sample from borehole. The test method of this equipment mainly includes the test design, implementation, interpretation and synthetic analysis. By adopting the double packer equipment for hydraulic test, the parameter distribution of rock permeability along borehole can be acquired, as well as the connectivity, water conductivity and water bearing capacity of the disclosed structure and the chemical characteristics of the deep groundwater. It is a necessary method for the research and evaluation of the complex hypotonicity terrace site selection under geological conditions. This method is not only suitable for the geological disposal of high level radioactive waste, but also can be used in the site selection of underground facilities such as storage of petroleum and carbon dioxide. Meanwhile, it has a good application prospect in other hydrogeological investigation fields. 展开更多
关键词 Lower permeability rock DOUBLE PACKER EQUIPMENT BOREHOLE IN-SITU test method
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Hydraulic Fracture Parameter Inversion Method for Shale GasWells Based on Transient Pressure-Drop Analysis during Hydraulic Fracturing Shut-in Period
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作者 Shangjun Gao Yang Yang +4 位作者 Man Chen Jian Zheng Luqi Qin Xiangyu Liu Jianying Yang 《Energy Engineering》 EI 2024年第11期3305-3329,共25页
Horizontal well drilling and multi-stage hydraulic fracturing are key technologies for the development of shale gas reservoirs.Instantaneous acquisition of hydraulic fracture parameters is crucial for evaluating fract... Horizontal well drilling and multi-stage hydraulic fracturing are key technologies for the development of shale gas reservoirs.Instantaneous acquisition of hydraulic fracture parameters is crucial for evaluating fracturing effectiveness,optimizing processes,and predicting gas productivity.This paper establishes a transient flow model for shale gas wells based on the boundary element method,achieving the characterization of stimulated reservoir volume for a single stage.By integrating pressure monitoring data following the pumping shut-in period of hydraulic fracturing for well testing interpretation,a workflow for inverting fracture parameters of shale gas wells is established.This new method eliminates the need for prolonged production testing and can interpret parameters of individual hydraulic fracture segments,offering significant advantages over the conventional pressure transient analysismethod.The practical application of thismethodology was conducted on 10 shale gaswellswithin the Changning shale gas block of Sichuan,China.The results show a high correlation between the interpreted single-stage total length and surface area of hydraulic fractures and the outcomes of gas production profile tests.Additionally,significant correlations are observed between these parameters and cluster number,horizontal stress difference,and natural fracture density.This demonstrates the effectiveness of the proposed fracture parameter inversion method and the feasibility of field application.The findings of this study aim to provide solutions and references for the inversion of fracture parameters in shale gas wells. 展开更多
关键词 Well test analysis shale gas hydraulic fracturing boundary element method fracturing effect evaluation
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Maximizing the Benefit of Rate Transient Analysis for Gas Condensate Reservoirs
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作者 Mahmoud Abdo Tantawy Ahmed A.M.Elgibaly Ahmed Mohamed Farag 《Energy Engineering》 EI 2021年第5期1411-1423,共13页
In recent years,many trials have been made to use the Rate Transient Analysis(RTA)techniques as a method to describe the gas condensate reservoirs.The problem with using these techniques is the multi-phase behavior of... In recent years,many trials have been made to use the Rate Transient Analysis(RTA)techniques as a method to describe the gas condensate reservoirs.The problem with using these techniques is the multi-phase behavior of the gas condensate reservoirs.Therefore,the Pressure Transient Analysis(PTA)is commonly used in this case to analyze the reservoir parameters.In this paper,we are going to compare the results of both PTA and RTA of three wells in gas condensate reservoirs.The comparison showed a great match between the results of the two mentioned techniques for the first time using a reference GOR of 75,000 SCF/STB.Therefore,we concluded that we could depend on RTA instead of PTA to spare the cost associated with the PTA in the gas condensate reservoirs. 展开更多
关键词 Rate transient analysis production data analysis well testing permeability skin factor gas condensate
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混凝土渗透性试验方法研究进展 被引量:2
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作者 宁喜亮 韩丰 《混凝土》 CAS 北大核心 2023年第3期12-18,共7页
渗透性是表征混凝土耐久性的重要指标之一,直接决定了气体和液体在混凝土内部渗透、扩散和迁移的难易程度。近年来,各种新型混凝土不断涌现,所处环境越来越复杂,传统混凝土渗透性测试方法已不能满足工程应用的需要,针对不同需求,适时采... 渗透性是表征混凝土耐久性的重要指标之一,直接决定了气体和液体在混凝土内部渗透、扩散和迁移的难易程度。近年来,各种新型混凝土不断涌现,所处环境越来越复杂,传统混凝土渗透性测试方法已不能满足工程应用的需要,针对不同需求,适时采用不同测试方法,或者在已有测试方法的基础上进行改进,从而达到不同的测试目的。通过系统对比国内外混凝土渗透性试验方法,并依据不同试验原理总结归纳出四大类10种不同混凝土渗透性试验方法,即水渗法、气渗法、离子扩散系数法以及电参数法,为混凝土渗透性试验研究提供方法参考。 展开更多
关键词 渗透性 试验方法 耐久性 混凝土 试验原理
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