Experimental and numerical investigation on near-field temperature and surface CO2 concentrations of buried dense phase CO2 pipeline leakage

IF 4.6 3区 工程技术 Q2 ENERGY & FUELS
Junpeng Zhang , Shaodong Jing , Zhenning Fan , Haining Liang , Junhui Zhang , Yan Zhang , Chunlong Sun , Jian Zhang
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引用次数: 0

Abstract

Once the CO2 fluid in the buried long-distance dense-phase pipeline leaks, it poses a significant threat to the surrounding environment and the safety of personnel. A large-scale field leakage diffusion test was conducted based on the CCUS million-ton buried dense phase long-distance CO2 pipeline project in this study. The impact of the leakage's size (2 mm, 3 mm, 4 mm) and direction (horizontal, upward, and downward) on the soil morphology, temperature change, and surface CO2 concentration around the leakage hole was studied. The velocity, CO2 concentrations, and temperature field near the leakage port during the leakage process are simulated to supplement the experiments. The findings indicate that soil fissuring occurs when the leakage aperture exceeds 3 mm. The diameter of the frozen soil generated when the diameter of the vertical leakage is 4 mm is approximately twice that of the leakage diameter of 2 mm. Downward leakage has the most significant impact on low-temperature areas and the largest dry ice area under the condition of the same leakage port. The temperature drop rate increased directly to the size of the leakage hole, especially in the region 20–30 cm away from the leakage port. The surface CO2 concentrations at the monitoring point at a height of 0.4 m above the leakage point for 2 mm leakage are predominantly influenced by wind. A height of 0.8–1.2 m can be selected as the appropriate monitoring height for leakage detection of the buried dense phase CO2 pipeline. The surface CO2 concentrations initially increase, subsequently decline and then experience a sudden surge due to the rupture and refreezing of the dry ice layer for leakage with an aperture larger than 3 mm. The horizontal and vertical diffusion distances of CO2 concentrations up to 5 vol% were 1.5 m and 0.8 m for different direction tests after the rupture of soils. The research findings can provide valuable insights for improving leakage detection systems and performing risk assessments.
埋地密相长输管道中的二氧化碳流体一旦发生泄漏,将对周围环境和人员安全构成重大威胁。本研究以 CCUS 百万吨级埋地致密相二氧化碳长输管道项目为基础,进行了大规模现场泄漏扩散试验。研究了泄漏大小(2 毫米、3 毫米、4 毫米)和方向(水平、向上、向下)对泄漏孔周围土壤形态、温度变化和地表 CO2 浓度的影响。作为实验的补充,还模拟了渗漏过程中渗漏口附近的速度、二氧化碳浓度和温度场。研究结果表明,当泄漏孔径超过 3 毫米时,土壤会出现裂缝。垂直泄漏直径为 4 毫米时产生的冻土直径大约是泄漏直径为 2 毫米时的两倍。在相同泄漏孔径的条件下,向下泄漏对低温区域的影响最大,干冰面积也最大。温度下降率与泄漏孔的大小直接相关,尤其是在距离泄漏口 20-30 厘米的区域。对于 2 毫米的泄漏,监测点上方 0.4 米高度处的地表二氧化碳浓度主要受风的影响。可以选择 0.8-1.2 米的高度作为地埋浓相二氧化碳管道泄漏检测的合适监测高度。对于孔径大于 3 毫米的泄漏,由于干冰层的破裂和再冻结,地表二氧化碳浓度最初会升高,随后会降低,然后会突然升高。在土壤破裂后的不同方向测试中,二氧化碳浓度达到 5 Vol% 的水平和垂直扩散距离分别为 1.5 米和 0.8 米。研究结果可为改进泄漏检测系统和进行风险评估提供有价值的见解。
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来源期刊
CiteScore
9.20
自引率
10.30%
发文量
199
审稿时长
4.8 months
期刊介绍: The International Journal of Greenhouse Gas Control is a peer reviewed journal focusing on scientific and engineering developments in greenhouse gas control through capture and storage at large stationary emitters in the power sector and in other major resource, manufacturing and production industries. The Journal covers all greenhouse gas emissions within the power and industrial sectors, and comprises both technical and non-technical related literature in one volume. Original research, review and comments papers are included.
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