首页|内衬式岩洞储氢三维热-流-固耦合模型及洞群运营稳定性分析

内衬式岩洞储氢三维热-流-固耦合模型及洞群运营稳定性分析

扫码查看
清洁可再生能源是实现双碳目标的根本途径,地下内衬式岩洞储氢是解决其波动性和间歇性的有效方式之一.基于气体热流动方程、湍流方程以及固体热传导方程、热弹性力学方程建立了内衬式岩洞储氢的三维热-流-固多场耦合模型,并验证了其有效性和优越性;通过COMSOL Multiphysics软件求解热-流-固耦合模型分析了注采过程中洞室内气体的可压缩热流动特征及衬砌层与围岩的热力学响应,进一步探究了洞室埋深、间距、气体注入温度和注采方式对洞群稳定性的影响.结果表明:氢气温度和压力随注气增加、采气降低,洞室内温度分布不均,注气结束时顶底部温差达9.7 K;两洞室同步注采时,洞室围岩和衬砌层的第一主应力随注气进行而增大,注气结束时洞顶最大拉应力达3.12 MPa,是最容易出现拉伸破坏的位置,在采气阶段第一主应力急剧下降;洞室围岩位移与第一主应力变化一致,注气结束时洞室边墙中部区域的最大位移达到20.2 mm,埋深对洞室位移影响不大;两洞室间距越大,洞室间中隔岩柱的应力集中程度就越小,间距大于两倍洞径后,中隔岩柱的应力状态接近于原岩状态;注入温度从266.15 K提高到306.15 K,注气结束洞室压力增高了 4.1%;一个洞室储气,另一个洞室注采是最危险工况,而一个洞室待储,另一个洞室注采是最安全工况;实际运营中,应优化注采方案并采取具体工艺措施来维护储氢洞室群的长期稳定.本文研究结论有望为工程实际提供一定的借鉴.
Three-dimensional thermal-fluid-structure coupling model and stability analysis of hydrogen storage operation in underground lined rock cavern group
Clean and renewable energy is the fundamental way to achieve the goal of"double carbon".Hydrogen storage in underground lined rock caverns is one of the effective means to reduce its volatility and intermittency.Therefore,a three-dimensional thermal-fluid-structure multi-field coupling model of hydrogen storage in lined rock caverns was established based on gas thermal flow equation,turbulence equation,solid heat conduction equation and ther-moelastic mechanics equation,and its effectiveness and superiority were verified.The thermal-fluid-structure coupling model was solved by COMSOL Multiphysics software.And the com-pressible thermal flow characteristics of the gas in the cavern and the thermodynamic response of the lining layer and the surrounding rock during the injection-production process were ana-lyzed.Furthermore,the influences of buried depth,spacing,gas injection temperature and in-jection-production mode on the stability of cavern group are further explored.The results show that the hydrogen temperature and pressure increase with gas injection and decrease with gas production.The temperature distribution in the cavern is uneven,and the temperature differ-ence between the top and the bottom reaches 9.7 K at the end of gas injection.When the two caverns are injected and mined simultaneously,the first principal stress of the surrounding rock and lining layer of the caverns increases with the gas injection,and decreases sharply in the gas extraction stage.At the end of gas injection,the maximum tensile stress,is 3.12 MPa,appearing at the top of the cavern,which is the most prone to tensile failure.The dis-placement of the surrounding rock of the cavern is consistent with the change of the first prin-cipal stress.The maximum displacement of the central area of the side wall of the cavern rea-ches 20.2 mm at the end of the gas injection,and the buried depth has little effect on the dis-placement of the cavern.The larger the spacing between the two caverns,the smaller the stress concentration degree of the middle rock pillar between the caverns,and the safer the whole.When the spacing between the caverns is greater than twice the diameter of the cavern,the stress state of the middle rock pillar is close to the original rock state.When the injection temperature increased from 266.15 K to 306.15 K,the chamber pressure increased by 4.1%at the end of gas injection.One cavern gas storage,the other cavern injection and production is the most dangerous working condition,while one cavern to be stored,the other cavern injec-tion and production is the most safe working condition.In actual operation,the injection and production scheme should be optimized and specific process measures should be taken to main-tain the long-term stability of the hydrogen storage cavern group.The conclusions are expected to provide some reference for engineering practice.

lined rock cavernunderground hydrogen storagethermal-fluid-solid couplingoperation schemestability of cavern group

蔚立元、弭宪震、胡波文、李树忱、刘日成、叶继红

展开 >

中国矿业大学深地工程智能建造与健康运维全国重点实验室,江苏徐州 221116

河南理工大学河南省瓦斯地质与瓦斯治理重点实验室,河南焦作 454003

中国矿业大学力学与土木工程学院,江苏徐州 221116

内衬式岩洞 地下储氢 热-流-固耦合 注采方案 洞室群稳定性

2024

中国矿业大学学报
中国矿业大学

中国矿业大学学报

CSTPCD北大核心
影响因子:1.83
ISSN:1000-1964
年,卷(期):2024.53(6)