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1.
开发实践表明,稠油油藏内部发育的夹层影响蒸汽辅助重力泄油(SAGD)开发效果。实际SAGD开发应当充分考虑夹层对SAGD生产效果的影响,寻找突破夹层的有效对策,以期提高SAGD产量。以国内某超稠油油藏地质特征为基础,结合夹层岩石力学参数测试结果,利用耦合岩石力学数值模拟技术确定了不同参数(岩石力学参数、物性参数、操作参数)对岩石变形量、SAGD产量的敏感性。研究结果表明,夹层的渗透率和SAGD注汽压力是影响SAGD产量的主要因素。进一步地,针对夹层特征,结合实际操作可行性,提出了提高注汽压力和直井辅助两种突破夹层技术对策,并给出了相应的技术界限及突破效果,该研究结果可用于指导稠油油藏双水平井SAGD经济高效开发  相似文献   

2.
贾善坡  吴渤  陈卫忠  伍国军  高敏  龚俊 《岩土力学》2014,35(8):2375-2384
以热力学和弹塑性力学理论为基础,分析岩石热-力完全耦合作用及其对力学参数和热特性参数的影响,建立了岩石热-力-损伤耦合模型及其参数演化方程,以ABAQUS软件为平台对其进行二次开发,并通过典型算例验证了岩石热-力完全耦合的重要性。然后以某深埋软岩隧洞为例,研究温度和开挖卸载共同作用下的隧洞围岩力学行为和损伤过程。计算结果表明:温度对岩石的力学性质和损伤演化过程影响显著,开挖损伤和热应力诱发的损伤对围岩热力学参数的影响不可忽略;所提出的力学模型可以有效反映围岩损伤演化、调热圈演化以及热力学参数演化,具有一定的借鉴作用。  相似文献   

3.
以国内某超稠油油藏为基础,应用二维物理模拟装置开展了蒸汽辅助重力泄油(SAGD)对比实验,研究了溶剂辅助SAGD技术对SAGD蒸汽腔发育特征、原油产量以及采收率的影响。研究结果表明,溶剂辅助SAGD中,溶剂以液相和气相共同存于油藏中,溶剂浓度越高,气相组分含量越高;溶剂中的气相组分在油藏中可以减少蒸汽在上覆岩层的热损失,提高蒸汽腔垂向扩展均匀性;合理溶剂浓度下,溶剂辅助SAGD可以显著提高峰值产量;低浓度溶剂辅助SAGD的单位原油产量的能耗明显低于纯蒸汽SAGD。实验结果表明,低浓度溶剂辅助SAGD对于开采超稠油油藏具有较大的应用潜力。  相似文献   

4.
In this paper, the two computer codes TOUGH2 and RDCA (for “rock discontinuous cellular automaton”) are integrated for coupled hydromechanical analysis of multiphase fluid flow and discontinuous mechanical behavior in heterogeneous rock. TOUGH2 is a well-established code for geohydrological analysis involving multiphase, multicomponent fluid flow and heat transport; RDCA is a numerical model developed for simulating the nonlinear and discontinuous geomechanical behavior of rock. The RDCA incorporates the discontinuity of a fracture independently of the mesh, such that the fracture can be arbitrarily located within an element, while the fluid pressure calculated by TOUGH2 can be conveniently applied to fracture surfaces. We verify and demonstrate the coupled TOUGH–RDCA simulator by modeling a number of simulation examples related to coupled multiphase flow and geomechanical processes associated with the deep geological storage of carbon dioxide—including modeling of ground surface uplift, stress-dependent permeability, and the coupled multiphase flow and geomechanical behavior of fractures intersecting the caprock.  相似文献   

5.
During filling in 1992 of the Tongjiezi reservoir, in Southwest China, it was noticed that the dam body and the rock masses on the right side of the valley were uplifted up to 22.2 mm and 24.3 mm respectively. After reservoir filling in 1993, the uplift continued, but the rate decreased, and the measured maximum uplift increased from 22.2 mm to 27.5 mm in the dam body and from 24.3 mm to 28.9 mm in the rock masses from 1993 to 2004. Based on the geological features of the dam site and observed geomechanics data, a numerical method is used to evaluate the representative elementary volume (REV) and to identify the parameters related to the mechanical and hydraulic properties of the rock mass. Furthermore, a coupled hydro-mechanical model is presented to describe the uplift process. The simulated results agree well with those measured. In addition, the time-dependent deformation is studied in the laboratory and numerically. It is concluded that, with the specific hydrogeological conditions at the Tongjiezi dam site, hydro-mechanical coupling during and after the reservoir impoundment is the main factor contributing to the uplift, and the time-dependent deformation is due to the rheological behavior of rock masses under seepage pressure.  相似文献   

6.
Determination of geomechanical parameters of petroleum reservoir and surrounding rock is important for coupled reservoir–geomechanical modeling, borehole stability analysis and hydraulic fracturing design. A displacement back analysis technique based on artificial neural network (ANN) and genetic algorithm (GA) combination is investigated in this paper to identify reservoir geomechanical parameters based on ground surface displacements. An ANN is used to map the nonlinear relationship between Young’s modulus, E, Poisson’s ratio, v, internal friction angle, Φ, cohesion, c and ground surface displacements. The necessary training and testing samples for ANN are created by using numerical analysis. GA is used to search the set of unknown reservoir geomechanical parameters. Results of the numerical experiment show that the displacement back analysis technique based on ANN–GA combination can effectively identify reservoir geomechanical parameters based on ground surface movements as a result of oil and gas production.  相似文献   

7.
北大巴山凤凰山基底隆起晚中生代构造隆升历史   总被引:8,自引:0,他引:8  
对采自于北大巴山凤凰山基底隆起8个样品的磷灰石裂变径迹年代学分析和热历史模拟表明,凤凰山基底隆起陆内造山运动结束后的隆升历史大致可以划分为2个阶段:早白垩世中晚期(135±5~95±5 Ma)缓慢隆升,晚白垩世(95±5~65±5 Ma)快速隆升。大巴山北缘韧性剪切带黑云母40Ar/39Ar坪年龄证实大巴山北缘中晚侏罗世(165.7±1.9 Ma~161.2 Ma)存在快速隆升剥蚀,其与大巴山强烈陆内造山作用阶段有关; 早白垩世中晚期缓慢隆升代表了陆内造山结束后的稳定阶段; 晚白垩世快速隆升为一次区域性隆升事件,在秦岭、大别和武当等地区均有反映,隆升过程中伴随着强烈的伸展垮塌作用,沿秦岭造山带发育一系列伸展断陷盆地。区域对比分析表明,凤凰山基底隆起隆升历史与黄陵、汉南地块接近,但与武当地块存在明显区别,反映了秦岭造山带的不均一隆升过程。南大巴山前陆带1个样品的热史模拟结果显示,南大巴山前陆带自早白垩世以来与凤凰山基底隆起经历了一致的隆升过程。  相似文献   

8.
9.
The pressure variations during the production of petroleum reservoir induce stress changes in and around the reservoir. Such changes of the stress state can induce marked deformation of geological structures for stress sensitive reservoirs as chalk or unconsolidated sand reservoirs. The compaction of those reservoirs during depletion affects the pressure field and so the reservoir productivity. Therefore, the evaluation of the geomechanical effects requires to solve in a coupling way the geomechanical problem and the reservoir multiphase fluid flow problem. In this paper, we formulate the coupled geomechanical‐reservoir problem as a non‐linear fixed point problem and improve the resolution of the coupling problem by comparing in terms of robustness and convergence different algorithms. We study two accelerated algorithms which are much more robust and faster than the conventional staggered algorithm and we conclude that they should be used for the iterative resolution of coupled reservoir‐geomechanical problem. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

10.
A Review of Some Rock Mechanics Issues in Geothermal Reservoir Development   总被引:1,自引:0,他引:1  
Rock mechanics and geomechanical studies can provide crucial information for economic geothermal reservoir development. Although significant progress has been made in reservoir geomechanics, technical challenges specific to the geothermal area (high temps, data collection, experimentation issues) have prevented widespread use of geomechanics in geothermal reservoir development. However, as the geothermal industry moves to develop more challenging resources using the concept of enhanced geothermal systems (EGS), and to maximize productivity from conventional resources, the need for improved understanding of geomechanical issues and developing specific technologies for geothermal reservoirs has become critical. Rock mechanics research and improved technologies can impact areas related to in-situ stress characterization, initiation and propagation of artificial and natural fractures, and the effects of coupled hydro-thermo-chemo-mechanical processes on fracture permeability and induced seismicity. Rock mechanics/geomechanics research, including experimental and theoretical investigations as well as numerical and analytical solutions, has an important role in optimizing reservoir design and heat extraction strategies for sustainable geothermal energy development. A number of major areas where rock mechanics research can facilitate geothermal systems development are reviewed in this paper with particular emphasis on EGS design and management.  相似文献   

11.
为定量描述稠油油藏蒸汽辅助重力泄油(SAGD)开采过程中注采井间夹层对双水平井泄油通道与开发效果的影响,针对新疆油田A区块,利用CMG数值模拟软件建立了表征SAGD注采井间夹层的数值模拟模型,对注采井间存在不同大小、间距及物性夹层情况下的SAGD蒸汽腔发育形态与开发效果进行对比,得到了稠油油藏夹层非均质影响SAGD开发的临界特征参数。矿场实际的非均质SAGD井组夹层展布特征、蒸汽腔发育特征及生产效果对比结果表明,得到的结论与矿场实践一致,因此可用于指导并实现经济、高效的稠油油藏双水平井SAGD开发。  相似文献   

12.
重庆市岩溶储层地热资源丰富,开发利用历史悠久,但地热资源勘探风险较大。本文利用模糊综合评价法建立了风险评价模型,该模型中包含了热储构造开启程度、热储构造部位、沟谷切割程度、物探效果、热储埋深、热储厚度、热储岩层倾角、热异常情况、热储层位9个风险因子,每个因子划分为风险小、风险中等、风险大3级,并对其进行量化处理。最后对全市23个高隆起背斜两翼46个相对独立的山地型高隆起岩溶地热田共79个地热单元进行了地热资源勘探风险模糊数学综合评判。结果表明,有18个单元为风险小,42个单元为风险中等,19个单元为风险大。风险小的地热田一般热储汇水面积较大、补给径流循环条件好、热储顶板埋深1000-1800 m、热储厚度≥300 m、热储岩层倾角25-40°、深部裂隙较发育;风险大的地热田热储汇水面积较小、补给径流循环条件差、热储顶板埋深≥2500 m、热储厚度〈200 m、热储岩倾角〈20°176;或≥40°176;、深部裂隙不发育;风险中等地热田的地质特征则介于二者之间。评价结果较好地反映出了重庆市岩溶热储地热资源勘探风险状况。  相似文献   

13.
青藏高原东北部中-新生代隆升初始的时间、位置多有争议。共和盆地处于秦岭、祁连、昆仑造山带的结合部,是研究盆-山耦合、构造热演化的理想位置。新近在盆地东北部发现了异常高温的干热岩体,其热源机制和经历的热历史过程是进一步地热藏开发的关键。本文对盆地东北缘青海南山和沟后杂岩体以及盆地内瓦里贡-过马营隆起的当家寺岩体进行了系统的低温热年代学分析,以追溯该区经历的热历史。磷灰石裂变径迹和(U-Th)/He模拟结果显示,当家寺岩体和沟后杂岩体自三叠纪结晶以来,在侏罗纪-白垩纪,经历200~150Ma和135~100Ma两期快速冷却抬升,可能与羌塘地体和拉萨地体依次向北碰撞拼接在青藏高原东北部的远程效应有关。裂变径迹和(U-Th)/He模拟结果显示,沟后杂岩体记录到晚中新世(15~5Ma)的快速冷却事件,而盆地东部当家寺岩体的样品未记录到该期的快速冷却事件,可能是北倾的青海南山南缘逆冲断裂晚新生代再活动使得沟后杂岩体在新近纪晚期快速隆升造成,而当家寺岩体主要受右行走滑-逆冲的瓦里贡断裂的控制,并未发生该时期的快速冷却抬升事件。因此,青藏高原东北部差异隆升、热历史过程不仅受区域构造作用的控制,也明显受不同时期的活动断裂及古地貌的影响。共和盆地东北缘露头岩体热历史过程未见到明显的中新世以来的增热现象,与共和盆地内干热岩存在的增热特征不同。  相似文献   

14.
This paper presents simulation results related to coupled thermal–hydraulic–mechanical (THM) processes in engineered barrier systems (EBS) and clay host rock, in one case considering a possible link to geochemistry. This study is part of the US DOE Office of Nuclear Energy’s used fuel disposition campaign, to investigate current modeling capabilities and to identify issues and knowledge gaps associated with coupled THMC processes and EBS–rock interactions associated with repositories hosted in clay rock. In this study, we simulated a generic repository case assuming an EBS design with waste emplacement in horizontal tunnels that are back-filled with bentonite-based swelling clay as a protective buffer and heat load, derived for one type of US reactor spent fuel. We adopted the Barcelona basic model (BBM) for modeling of the geomechanical behavior of the bentonite, using properties corresponding to the FEBEX bentonite, and we used clay host rock properties derived from the Opalinus clay at Mont Terri, Switzerland. We present results related to EBS host–rock interactions and geomechanical performance in general, as well as studies related to peak temperature, buffer resaturation and thermally induced pressurization of host rock pore water, and swelling pressure change owing to variation of chemical composition in the EBS. Our initial THM modeling results show strong THM-driven interactions between the bentonite buffer and the low-permeability host rock. The resaturation of the buffer is delayed as a result of the low rock permeability, and the fluid pressure in the host rock is strongly coupled with the temperature changes, which under certain circumstances could result in a significant increase in pore pressure. Moreover, using the BBM, the bentonite buffer was found to have a rather complex geomechanical behavior that eventually leads to a slightly nonuniform density distribution. Nevertheless, the simulation shows that the swelling of the buffer is functioning to provide an adequate increase in confining stress on the tunnel wall, leading to a stabilization of any failure that may occur during the tunnel excavation. Finally, we describe the application of a possible approach for linking THM processes with chemistry, focusing on the evolution of primary and secondary swelling, in which the secondary swelling is caused by changes in ionic concentration, which in turn is evaluated using a transport simulation model.  相似文献   

15.
王路君  艾智勇 《岩土力学》2018,39(6):2052-2058
采用解析层元法对存在地下点热源的岩土工程问题进行解答。首先从热弹性力学三维问题的基本控制方程出发,利用拉普拉斯-傅里叶积分变换推导出其在变换域内单层介质及下卧半空间的解析层元;然后结合有限单元法原理组装得到总刚度矩阵,结合边界条件,得到其在变换域内的解答,最后应用拉普拉斯-傅里叶积分逆变换技术,得到物理域内的解。编制了相应的计算程序,算例分析表明:该结果与已有文献吻合较好,该方法求解层状半空间的热-力耦合响应问题具有较好的适用性和较高的精度;层状岩土介质体系中,热扩散系数对温度及地表隆起的变化过程影响显著,但对其初始值和最终稳定值影响不明显;分层特性对岩土介质温度分布及地表位移变化过程均有显著影响。  相似文献   

16.
考虑温度损伤的盐岩蠕变本构关系研究   总被引:6,自引:1,他引:5  
胡其志  冯夏庭  周辉 《岩土力学》2009,30(8):2245-2248
根据统计力学原理,以分形岩石力学为桥梁,对盐岩在温度与应力耦合作用下蠕变特性进行了研究,导出了考虑围压效应的损伤变量表达式。综合前人的成果,推导出温度–应力耦合下的盐岩损伤方程。对盐岩在温度与三轴应力共同作用下的蠕变试验数据进行研究,分析了盐岩蠕变过程中衰减蠕变阶段、稳态蠕变阶段和加速蠕变阶段的各自特征。对于广义Bingham 蠕变模型在衰减和稳态蠕变阶段引入一非线性函数,在加速蠕变阶段引入损伤,建立了盐岩考虑温度损伤的蠕变本构关系。利用盐岩的三轴蠕变试验数据对新的蠕变损伤模型参数进行辩识与比较分析。结果表明,该模型能够很好地反映在不同温度作用下盐岩的衰减蠕变阶段、稳态蠕变阶段和加速蠕变阶段的规律,验证了该模型的合理性和正确性。  相似文献   

17.
Large scale geomechanical simulations are being increasingly used to model the compaction of stress dependent reservoirs, predict the long term integrity of under‐ground radioactive waste disposals, and analyse the viability of hot‐dry rock geothermal sites. These large scale simulations require the definition of homogenous mechanical properties for each geomechanical cell whereas the rock properties are expected to vary at a smaller scale. Therefore, this paper proposes a new methodology that makes possible to define the equivalent mechanical properties of the geomechanical cells using the fine scale information given in the geological model. This methodology is implemented on a synthetic reservoir case and two upscaling procedures providing the effective elastic properties of the Hooke's law are tested. The first upscaling procedure is an analytical method for perfectly stratified rock mass, whereas the second procedure computes lower and upper bounds of the equivalent properties with no assumption on the small scale heterogeneity distribution. Both procedures are applied to one geomechanical cell extracted from the reservoir structure. The results show that the analytical and numerical upscaling procedures provide accurate estimations of the effective parameters. Furthermore, a large scale simulation using the homogenized properties of each geomechanical cell calculated with the analytical method demonstrates that the overall behaviour of the reservoir structure is well reproduced for two different loading cases. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

18.
Earth-reservoirs are increasingly exploited today with the extraction of resources, such as heat and hydrocarbons, and the large-scale emplacement of waste, such as CO2 sequestration. The characterization, site investigation, predictive modeling and long-term monitoring are dependent on the processes being investigated and modeled. In most cases complex coupled processes have to be addressed in a geologically complex rock mass system. In this paper we present a conceptual holistic framework known as geomechanical facies linking all the scales of investigation, characterization and reservoir development methods. We demonstrate this concept on the work undertaken during the design and development of the enhanced geothermal systems (EGS) systems at the forefront of European Hot-Dry-Rock (HDR) technology, Soultz-sous-Forêts (France) and Spa Urach (Germany). Soultz-sous-Forêts is situated within granitic rocks and an active tectonic graben system in the central part of the Rhine Graben. It presents conditions of lithology, temperature, stress, hydraulics and geochemistry that are very different from those at Spa Urach, located in a very dense gneiss formation in the South German crystalline complex. Spa Urach exhibits more elastic behavior and is set tectonically within an almost inactive strike-slip stress field described in more detail in Sects. “Drill core analysis” and “Hydraulic stimulation at Spa Urach”. This paper compares the exploration and field development methods used at these two sites against the back drop of the geomechanical facies concept. Issues addressed include the key parameters for flow and heat transport properties, coupled hydro-mechanical process identification, the success of the HDR reservoir as a heat exchanger and exploration techniques applicable to the different facies. Identification of the key geomechanical facies gives an indication as to which technologies will prove more efficient in the application of HDR technology. The results of this study will hopefully help in developing heat recovery schemes for the long-term economical operation of future HDR plants and EGS as well as assist in the understanding of engineered geosystems.  相似文献   

19.
史猛  康凤新  张杰  高松  于晓静 《地质学报》2021,95(5):1594-1605
中生代、新生代时期地壳剧烈运动将胶东半岛划分为胶北隆起、胶莱凹陷、胶南-威海隆起三大构造单元,其中隆起山地区广泛分布花岗岩、变质岩,凹陷盆地区主要分布砂岩沉积地层,胶北隆起区与威海隆起区相对于胶莱凹陷盆地区具有更高的大地热流值.为系统分析胶东半岛大地热流值分布特征及其形成机理,本文在分析胶东半岛构造-热发展史、地热地质背景、地温场分布、岩石热导率、钻孔岩性与测温数据、地热流体化学成分等基础上,发现胶东半岛地热资源均为断裂构造控制类型的中低温对流型,其热源主要为三元聚热:导热断裂带水热对流、大地热流传导、地下水运移传导-对流;构造分布、岩石热物性、地热热储分布、地下水活动等是影响地温场分布的主要因素.针对胶东半岛地温场特征及其控制因素,提出了适合该地区的隆起-凹陷分流聚热模式与概念模型,即隆起山地区岩性以导热率、渗透率相对较高的侵入岩、变质岩为主,凹陷盆地区岩性以导热率、渗透率相对较低的砂岩为主,低导热率、低渗透率的凹陷区底部更像是一个相对隔热、隔水的顶板,使得来自地壳深部的大地热流及携带热量的流体、气体等在上涌的过程中在凹陷区的底部发生折射与再分配,从而导致热流在隆起山地区的底部形成一个温度相对更高的聚热区,反映在地表即是隆起山地区相对凹陷盆地区具有更高的大地热流值,特别隆起山地区轴部位置为热流值最高的区域,高热流值区域分布形态呈NE、NNE向分布,基本与胶东半岛NE、NNE向的深大断裂走向一致,该模式的提出可以更好地为胶东地区的地热资源勘探提供指导方向.  相似文献   

20.
增强型地热系统(EGS)热开采过程中循环工质的温度和压力会经历较大范围的变化,这会造成循环工质的热物性变化,从而影响流体工质的输运和岩石-流体热交换;数值模拟EGS热开采过程,预测EGS的寿命、出力等性能指标有必要考虑循环工质的热物性变化.笔者在EGS热开采过程三维数值模拟中考虑水和超临界二氧化碳的变物性,实现了热流双向耦合.针对水EGS分析了各物性变化对EGS采热性能的影响,并对变物性条件的水和超临界二氧化碳EGS的采热性能进行了对比研究.结果表明:工质在密度影响下开采寿命为9.0 a在密度和比定压热容共同影响下的开采寿命为7.5 a,说明密度和比定压热容越大则EGS开采寿命越短;在黏度系数影响下的开采寿命为18.0 a,说明黏度系数越大则EGS开采寿命越长;导热系数则对EGS采热性能无明显影响.注入压力一定的条件下以水为工质的EGS具有较长寿命,但相同时刻的质量流率和热开采率低于以临界二氧化碳为工质的EGS.  相似文献   

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