共查询到19条相似文献,搜索用时 203 毫秒
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裂隙连通性对岩体渗流场的影响分析 总被引:1,自引:1,他引:0
基于渗流理论,探讨了岩体裂隙的连通性概念,并推导了求解连通系数的解析式,依据裂隙几何特性的统计规律,应用Monte-Carlo法随机产生裂隙网络,结合数值法和连通系数的解析式,模拟了岩体裂隙网络的水流特性.算例结果表明,裂隙的连通性对岩体水流具有较大影响. 相似文献
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裂隙网络渗流理论的软硬互层状岩体渗流分析 总被引:1,自引:0,他引:1
为研究软硬互层状岩体的渗透规律,根据层状岩体中的裂隙发育规律,把互层状岩体简化为由层面裂隙和构造裂隙组成的离散裂隙介质,建立了互层状岩体渗流离散裂隙网络模型,并根据裂隙交叉处的流量守恒原理求解其渗流场。通过一个算例验证了模型的合理性,并讨论了切层裂隙开度对垂直方向渗流的影响,得到了互层状岩体渗透场的分布特点。 相似文献
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针对经历了“5·12”汶川大地震的裂隙岩体,利用MTS岩石力学试验系统开展裂隙岩体介质的单轴动力加载试验,试验开始阶段对汶川实测地震波进行概化分析,将其分解为不同频率及振幅的正弦波,研究了裂隙岩体介质在先期随机地震作用下的动力特性。结果表明,随机地震作用下,岩体应力—应变曲线具有良好的光滑性;当裂隙连通率较大时,倾角在30°~60°范围内,随着倾角的减小,曲线的延展性增强;当裂隙连通率较小时,应力—应变曲线延展性减弱,且受倾角影响较小。裂隙岩体经过先期地震作用,峰值强度受裂隙倾角影响较小,主要随裂隙连通率的增大而减小;当倾角为30°时,峰值强度取得极小值。当裂隙连通率较大时,弹性模量在不同倾角下的变化不明显;当裂隙连通率较小时,弹性模量在倾角为30°和60°处取得极小值。当裂隙倾角较小时,峰值强度和弹性模量与连通率呈非线性规律;当裂隙倾角较大时,则随连通率变化呈线性规律。裂隙岩体的强度与破坏形态有关,当试样发生剪切破坏时,试样强度较低。 相似文献
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以增强型地热系统中岩体裂隙通道内换热问题为核心,应用局部非热平衡法,针对圆柱岩体裂隙内流动换热理论模型,依据岩体截面二维导热方程推导出单裂隙流固换热系数解析解。通过将可测参数带入计算方程中,得出在不同工况条件下的换热系数,并与文献中将岩体半圆截面等效为矩形一维导热模型所计算数据进行对比。结果表明在相同裂隙开度条件下,当流速较低时其结果与文献得出的结果吻合较好,但随着流速的增大误差逐渐增大。利用敏感性分析法,在外壁温变化条件下,分析裂隙开度与流速对换热系数的影响,表明流速的影响略大于裂隙开度。 相似文献
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为分析裂隙渗流系数的影响因素,基于拉丁超立方抽样(LHS)法,对岩体内裂隙的几何参数进行抽样模拟,提出了一种改进三维随机裂隙网络生成算法。利用C++语言编制程序,实现三维裂隙网络的生成,通过与Monte Carlo法生成的三维裂隙网络进行对比分析,验证了LHS法生成的三维裂隙网络稳定性好、精度高,为解决Monte Carlo法抽样样本坍塌问题提供了一种新思路。并基于LHS法生成三维裂隙网络,借助离散裂隙网络渗流程序进行渗流分析。结果表明,裂隙岩体的渗透系数随裂隙尺寸及裂隙密度的增加而增加,当裂隙尺寸及裂隙密度达到一定量级时,裂隙岩体内会形成贯通的裂隙簇,裂隙岩体渗透系数将急剧增加。 相似文献
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为了深入研究尾水管内的流动特性,结合某电站混流式水轮机的实际运行情况,基于标准的κ-ε湍流模型,选用Fluent软件在额定水头不同导叶开度下对其进行全流道数值模拟,分析了不同导叶开度对混流式水轮机尾水管内部流动特性的影响。结果表明,当导叶开度为100%时尾水管内部形成了周期空化涡带,此涡带的存在易导致水轮机机组产生强烈振动;当导叶开度较小时,尾水管内速度分布较为均匀;尾水管进口段的压力分布情况对导叶开度的变化较为敏感,可通过合理控制导叶开度来减小尾水管内的水力振动,降低水力损失。 相似文献
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基于渗透张量的裂隙渗流有限元计算中反常水头现象初探 总被引:3,自引:2,他引:1
针对利用等效连续导水介质模型研究岩体裂隙渗流问题时,有限元计算部分结果出现的水头反常现象,经多因素分析,认为渗透张量与渗流区域边界形状之间存在着相互协调的条件,当这种条件被超越时,就会使计算结果出现水头反常现象。 相似文献
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鉴于正确判断出水原因及渗水来源是制定防渗加固措施的重要依据,将热流耦合方法引入到岩体裂隙渗水计算中,分析渗水来源、渗水量、渗漏路径及岩体温度等对渗水温度的影响程度。结合某实际工程导流洞首次过流时在附近出现的10个渗水点,应用该方法模拟由导流洞到出水点的渗水过程。结果表明,6个出水点的温度仿真结果与实测水温接近,佐证了渗水来自导流洞的推断;2个距导流洞较近的出水点仿真温度偏高,极有可能是真实的渗漏路径较长所致;另有2个位置较远的点仿真温度偏低,初步推测可能受周边温度较低的地下水影响。这说明热流耦合方法可应用于模拟岩体裂隙中渗水水温变化过程,为初步判断岩体内渗水来源提供了依据。 相似文献
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Zhan-qing Qu Wei Zhang Tian-kui Guo 《International Journal of Hydrogen Energy》2017,42(29):18263-18278
Formation of enhanced geothermal systems (EGS) is the necessary approach to obtain geothermal energy efficiently. In-situ stress, nature of reservoir physical properties and fracturing methods will affect the artificial fracture morphology after reservoir stimulation. A three-dimension thermal coupled seepage model of fractured media was established to simulate the influence of fracture morphology on heat mining performance of EGS, considering the pressure- and temperature-dependent physical properties of working medium. The results indicate that formation of complex fracture network is favorable for heat mining. Production mass flow in Case1 with complex fracture network enhances nearly 2.5 times comparing to the unenhanced model at exploitation beginning. The total net energy rate will up to 44 MW and be maintained above 10 MW for 5 years. The system impedance can be effectively reduced, however the sustainable heat mining duration decreased to 30 years. The increase in length and number of branch fractures is expected. While increasing the width of branch fractures deliberately has little effect on the exploitation of EGS. Finally, we investigate the adaptability of employing supercritical CO2 in EGS with complex fracture network. Production mass flow will be enhanced 3–5 times compared with water, but the stability is poor, total net energy rate decrease from 90 MW to 3 MW over the 10-year operation period. 相似文献
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《International Journal of Hydrogen Energy》2020,45(16):9496-9503
This paper establishes an analytical model to study the influence mechanism of hydraulic fracturing around vertical wellbores under the unsteady seepage in hydrocarbon reservoirs, deduces the analytical solution of water pressure and hydraulic gradient of the model, and compares the law of water pressure and hydraulic gradient changing with time with the results of numerical simulation. The results confirm the accuracy of these analytical solutions. The variation laws of water pressure and hydraulic gradient in the sample under unsteady seepage are analysed by using the COMSOL Multiphysics software. The results show that: the increasing rate and amplitude of water pressure decrease with the distance of water inlet, however, hydraulic gradient near the water inlet is the largest and decreasing with the distance. In order to better understand the mechanism of hydraulic fracturing of rock mass, we studied the influence of permeability and water injection pressure on water pressure and hydraulic gradient of rock mass. The results show that: large permeability coefficient and high hydraulic gradient will increase the probability of rock mass hydraulic fracturing. The permeability and hydraulic gradient of rock mass is important factor in determining whether the rock has hydraulic fracturing. The distribution law of water pressure and hydraulic gradient in rock mass under unsteady seepage provides important reference and basis in hydrogen developing reservoirs. 相似文献