Experimental investigation of dynamic characteristics of leaching tubing for solution mining of salt cavern carbon and energy storage
文献类型:期刊论文
| 作者 | Li, Yin-Ping2,5; Ge, Xin-Bo1,3,4; Shi, Xi-Lin2,5; Ma, Hong-Ling2,3,4,5 |
| 刊名 | PETROLEUM SCIENCE
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| 出版日期 | 2024-08-01 |
| 卷号 | 21期号:4页码:2703-2722 |
| 关键词 | Salt cavern storage Solution mining Leaching tubing Experimental investigation Flutter instability |
| ISSN号 | 1672-5107 |
| DOI | 10.1016/j.petsci.2024.06.015 |
| 英文摘要 | Salt caverns are extensively utilized for storing various substances such as fossil energy, hydrogen, compressed air, nuclear waste, and industrial solid waste. In China, when the salt cavern is leached through single-well water solution mining with oil as a cushion, engineering challenges arise with the leaching tubing, leading to issues like damage and instability. These problems significantly hinder the progress of cavern construction and the control of cavern shape. The primary cause of this is the flow- induced vibration instability of leaching tubing within a confined space, which results in severe bending or damage to the tubing. This study presents a model experimental investigation on the dynamic characteristics of leaching tubing using a self-developed liquid-solid coupling physical model experiment apparatus. The experiment utilizes a silicone-rubber pipe (SRP) and a polycarbonate pipe (PCP) to examine the effects of various factors on the dynamic stability of cantilevered pipes conveying fluid. These factors include external space constraint, flexural rigidity, medium outside the pipe, overhanging length, and end conditions. The experiments reveal four dynamic response phenomena: water hammer, static buckling, chaotic motion, and flutter instability. The study further demonstrates that the length of the external space constraint has a direct impact on the flutter critical flow velocity of the cantilevered pipe conveying fluid. Additionally, the flutter critical flow velocity is influenced by the end conditions and different external media. (c) 2024 The Authors. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/ 4.0/). |
| 资助项目 | Open Research Fund of the State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z019011] ; Shandong Provincial Natural Science Foundation[ZR2020QE112] ; National Natural Science Foundation of China[51874273] ; Excellent Young Scientists Fund Program of National Natural Science Foundation of China[52122403] |
| WOS研究方向 | Energy & Fuels ; Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:001318296400001 |
| 出版者 | KEAI PUBLISHING LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/42615] ![]() |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Ge, Xin-Bo |
| 作者单位 | 1.Shandong Univ Sci & Technol, Coll Energy & Min Engn, Qingdao 266590, Shandong, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China 3.Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control Cofou, Qingdao 266590, Shandong, Peoples R China 4.Shandong Univ Sci & Technol, Minist Sci & Technol, Qingdao 266590, Shandong, Peoples R China 5.Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
| 推荐引用方式 GB/T 7714 | Li, Yin-Ping,Ge, Xin-Bo,Shi, Xi-Lin,et al. Experimental investigation of dynamic characteristics of leaching tubing for solution mining of salt cavern carbon and energy storage[J]. PETROLEUM SCIENCE,2024,21(4):2703-2722. |
| APA | Li, Yin-Ping,Ge, Xin-Bo,Shi, Xi-Lin,&Ma, Hong-Ling.(2024).Experimental investigation of dynamic characteristics of leaching tubing for solution mining of salt cavern carbon and energy storage.PETROLEUM SCIENCE,21(4),2703-2722. |
| MLA | Li, Yin-Ping,et al."Experimental investigation of dynamic characteristics of leaching tubing for solution mining of salt cavern carbon and energy storage".PETROLEUM SCIENCE 21.4(2024):2703-2722. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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