共查询到20条相似文献，搜索用时 140 毫秒
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如何提高煤层气渗透率是目前煤层气开采研究中的重要课题。基于煤层瓦斯渗流规律数学模型,利用COMSOL Multiphysics软件,对流-固-热耦合条件下的非等温煤层气解吸、渗流变化规律进行了数值模拟。结果表明,在注热条件下,煤层气渗流压力随着温度的增加而下降,且下降速度加剧,压力差越大,气体从高压区域流向低压区域的渗流速度越快。气体在煤层中径向流向井口,井口附近压力的梯度增大,气体渗流速度较快;在未受到加热影响的区域,煤层气不受外加热量影响,煤层气解吸速率保持不变;注热后煤层温度升高,可以加快煤层气渗流速度、提高渗透率、增加煤层气产量。研究成果可为煤层中注热开采煤层气的工程实践提供相应的理论依据。 相似文献
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《CT理论与应用研究》1993,(3)
核磁共振成像技术在石油科技研究中具有重要作用,为了开发这一综合性高技术在石油工业中的实用价值,石油总公司渗流所核磁成像应用实验室研究了地层多孔介质中高场核磁成像信号的特点及实用脉冲序列与成像方法,使用(4.7T)核磁成像设备对地层储油岩体中的多相流(水、油、聚合物溶液等)渗流 相似文献
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地面核磁共振方法是一种直接探测地下水信息的地球物理勘查方法,本文将该无损探测技术用于土石坝的渗流安全评估试验。由于探测的核磁共振信号源于地下水中的氢质子,则可以确保核磁共振响应仅与地下水信息有关。利用地面核磁共振方法直接找水的技术优势,探测堤坝的浸润面,以判断堤坝的渗流(漏)隐患,为堤坝尤其是小型病险水库堤坝、易发事故的堤防的病险诊断提供一种便捷、高效和可重复利用的方法。通过NUMISPOLY多道核磁共振探测系统在某原体大坝检测中的试验,得到原体大坝的浸润面,进而对土石坝进行渗流(漏)隐患的评估,该方法为堤坝渗流(漏)隐患探测提供了一种有效而可靠的新方法。 相似文献
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新丰江水库地震是世界上四个震级大于6级的水库诱发地震之一。实际资料表明,地震活动与水库蓄水有明显的相关性。为探讨库水在地震形成机制中的作用,本文试图通过新丰江水库渗流场的有限元计算,对新丰江水库蓄水初期库水渗流与地震的关系进行初步研究。本次对三个不同方向的剖面进行稳定流及非稳定流计算。计算结果表明渗流在地震诱发过程中起很重要作用,并解释了新丰江地震中出现的某些问题。 相似文献
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利用谐波振幅和峰谷值2种方法,计算江苏地电台站渗流方位角,并尝试利用渗流方位角进行映震分析,结果表明：①使用2种方法计算的渗流方位角相差不大,由此所得地震对应关系应基本可靠;②高邮地电台渗流方位角与高邮-宝应MS 4.9地震对应关系较好。因此,对江苏地区开展渗流方位角变化特征分析具有一定意义。 相似文献
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单孔同位素稀释示踪法测定地下水渗流速度、流向的技术发展 总被引：1，自引：0，他引：1
地下水渗流速度、流向不仅是地下水渗流场研究中两个重要的动态参数,而且是测定含水层渗透系数、渗流量等水文地质参数的主要参量.本文结合前人研究成果,系统梳理了应用放射性同位素测定地下水渗流速度、流向的技术方法与工作流程等,其中比较详细的分析了井孔中有垂向流和无垂向流情况下,应用放射性同位素单孔稀释法测定渗流速度的方法与适用条件,旨在为广泛开展地下水渗流场参数的野外观测与研究提供可行的技术途径.作为一种地下水渗流场参数定量研究的技术方法,单孔稀释示踪法在与渗流场研究有关的水库诱发地震机理、地下流体对构造活动的影响过程、地下流体强震异常解释、地震地下流体异常落实等方面具有广泛的应用前景. 相似文献
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Seepage driving effect on deformations of San Fernando dams 总被引：2，自引：0，他引：2
In the process of flow deformation of an earth dam, the seepage force inside the dam plays a role as a driving force. The seepage force acts just like the gravitational force in terms of pushing soils away from their original locations after liquefaction is triggered. This paper draws attention to this seepage driving effect by presenting a set of fully coupled finite element analyses on the well-known San Fernando dams, with the objective of evaluating the impact of this seepage effect. The results indicate that while this effect is always there, its practical significance depends on a number of factors. In the case of the upper San Fernando dam, which experienced a significant, but restricted, downstream movement during the 1971 earthquake, the seepage driving effect was indeed significant. On the contrary, for the lower dam, which failed and slid into the upstream reservoir during the same earthquake, this seepage effect was relatively less pronounced. The detailed results of the analyses reveal the likely mechanisms of failure and deformation of the two dams and the likely cause behind the difference between their responses during the earthquake. 相似文献
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Nonlinear analysis for the coupled problem of temperature and seepage fields in cold regions tunnels
The govrrning differential equations of the coupled problem of temperature and seepage fields with phase change are first derived from the theory of heat transfer and the theory of seepage. The finite element formulae of this problem are obtained from Galerkin’ s method. And considering the seepage influence, an illustrative example of the temperature field in a cold-region tunnel is provided. The example shows that the influence of seepage on the frozen depth of the tunnel is very great, and thus the effect of the seepage factor should be taken into account in the engineering design 相似文献
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无基坑振冲加密施工是一种比较先进的土石坝建筑方法。以海南省三亚市西部的宁远河中下游河段的大隆水利枢纽工程土石坝为研究对象,对其进行准确分区,以饱和-非饱和渗流理论为基础,通过三维有限元数值方法,模拟库水下降作用下的土石坝渗流场,并对各级水位下的孔压、流速及流向进行分析,评价大坝的渗流安全。研究结果表明：采用无基坑振冲加密施工方法后,坝体内填砂砾振冲层形成上游排水通道,在坝前水位骤降工况下,防渗土料内有效流速方向和渗透压力的方向由近水平的指向坝面变为竖直向下指向填砂砾振冲层,而且有效流速明显变大,利于渗透水通过填砂砾振冲层排到下游,有利于上游坝体稳定。 相似文献
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海底冷泉形成的一种可能机制是海平面下降引起天然气水合物的分解.本文基于对冷泉渗漏特征的分析,建立了二维轴对称模型,利用有限元方法定量分析了南海区域海平面下降对冷泉形成的影响.结果表明,末次冰盛期(26.5~19.0ka BP)海平面下降引起的冷泉活动可以持续到现在,但是从水合物停止分解至今,超孔隙压力的极值在持续减小,而流体向海底的渗漏达西速度先快速减小、然后缓慢减小.同时发现,流体向海底的渗漏达西速度与管状通道的渗透率、通道周围介质的渗透率以及通道的半径等有关,估计目前的冷泉活动还可以持续10000年以上.海平面下降引起的天然气水合物分解,可能是影响全球气候变化的一个重要因素. 相似文献
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When a fully penetrating well pumps an ideal unconfined aquifer at steady state, the water table usually does not join the water level in the well. There is a seepage face inside the well, which is a key element in evaluating the well performance. This problem is analyzed using the finite-element method, solving the complete equations for saturated and unsaturated flow. The seepage face position is found to be almost independent of the unsaturated zone properties. The numerical results are used to test the validity of several analytic approximations. Equations are proposed to predict the seepage face position at the pumping well for any well drawdown, and the water table position at any distance from the pumping well for any in-well drawdown. Practical hints are provided for installing monitoring wells and evaluating well efficiency. 相似文献
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Yan LU Yongjun LU Xingnong ZHANG 《国际泥沙研究》2007,22(4):282-291
The stability of riverbanks subject to seepage is studied experimentally and theoretically in this paper. By including seepage in a 3-dimensional theoretical analysis, the study first shows how the critical slope or angle of repose of a cohesionless material is related to the ratio of the hydraulic gradient of seepage to its critical value under the fluidization condition. The critical stable slope is shown to be related to not only the hydraulic gradient but also the seepage direction. Measured laboratory data reasonably fit well with the theoretical relationship for the case of injection and suction. The data reveal that the slope is reduced with injection and increased with suction, respectively. Additionally, the study identifies the seepage direction which results in a minimum critical stable slope for a certain hydraulic gradient of seepage. 相似文献
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The incident steady-state SH waves in the neighbourhood of a boundary node point are first expanded in terms of a few plane waves at different incident angles, the motion of the boundary point is then related to those of its adjacent node points to form the multi-directional transmitting boundary conditions, which reduce reflections from the boundary over the entire range of incident angles. This feature of the boundaries is demonstrated by finite element computations of SH motions of a layer fixed at its base, in which the incident wave may travel parallel to the boundary as the frequency of excitation approaches one of the natural frequencies of the system. 相似文献
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This paper presents theoretical analyses and experimental results of seepage effects, especially downward seepage, on the initiation of cohesionless sediment particles. The theoretical analysis examines how the additional seepage force acts to modify the critical shear stress for sediment entrainment. Laboratory experiments were conducted using medium sand with diameter of 0.9 mm with downward seepage to quantitatively show suction effects on sediment entrainment. The critical shear stresses with different suction rates were calculated using the experimental results. The measured data together with published results provide an overall view on seepage effects on the initiation of cohesionless sediment transport. Depending on whether seepage is in the form of injection or suction, it will either increase or decrease the critical shear stress. The result reveals that the ratio of drag force at the threshold condition with seepage to that without seepage is dependent on the ratio of the hydraulic gradient with seepage to its value at the quick condition. 相似文献