Experimental device for the study of Liquid-Solid coupled flutter instability of salt cavern leaching tubing

被引:32
作者
Ge, Xinbo [1 ,2 ]
Li, Yinping [1 ]
Shi, Xilin [1 ]
Chen, Xiangsheng [1 ,2 ]
Ma, Hongling [1 ]
Yang, Chunhe [1 ]
Shu, Chang [1 ,2 ]
Liu, Yuanxi [1 ,2 ]
机构
[1] Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
Salt cavern; Underground gas storage; Leaching tubing; Flutter instability; Flow-induced vibration; CANTILEVERS CONVEYING FLUID; FLOW-INDUCED MOTIONS; GAS-STORAGE; UNSTABLE OSCILLATION; DYNAMIC STABILITY; DRILLING RISER; AXIAL-FLOW; PIPES; CYLINDERS; TIGHTNESS;
D O I
10.1016/j.jngse.2019.03.026
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
A salt cavern underground gas storage is typically constructed by water solution mining, in which slender leaching tubings are used as the channel for water injection and brine production. Cavern leaching and well workover operations are accident prone owing to leaching tubings being bended excessively and even ruptured. These accidents are caused primarily by flow-induced vibration of leaching tubings. To investigate these flow-induced vibration phenomena, an in-house laboratory device for liquid-solid coupled flutter instability of salt cavern leaching tubing was developed. This experimental device consists primarily of a recirculating flow system, vertical cantilevered pipe test section, and instruments for parameter measurement. The experimental device can be utilized to investigate multiple factors involved in the flow-induced vibration of the leaching tubing, including flexural rigidity, overhang length, and support conditions of tubing string. To verify the adequacy of this device, two sets of experiments have been performed in the air without external space constraints by using a cantilevered silicon rubber and polycarbonate pipes, respectively. Flutter instability phenomena were observed in these experiments. Furthermore, through the study on the length effect, an asymptotic behavior with the critical flow velocity reaching limiting values as the lengths of the pipes increase, is discovered. The present study is conducive to the subsequent experimental step that considers additional factors. Consequently, the device provides adequate in-house experimental conditions for researching the instability mechanism and safety control measures of the leaching tubing.
引用
收藏
页码:168 / 179
页数:12
相关论文
共 55 条
[1]  
Aitken J., 1878, Philosophical magazine, Series V, V5, P81
[2]   Effect of drilling fluid hydraulics on drill stem vibrations [J].
Al Dushaishi, Mohammed F. ;
Nygaard, Runar ;
Stutts, Daniel S. .
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2016, 35 :1059-1069
[3]   Investigating the effect of fracture-matrix interaction in underground gas storage process at condensate naturally fractured reservoirs [J].
Arfaee, Mohammad Iman Rouhbakhsh ;
Sola, Behnam Sedaee .
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2014, 19 :161-174
[4]   On the optimal design of pipes conveying fluid [J].
Borglund, D .
JOURNAL OF FLUIDS AND STRUCTURES, 1998, 12 (03) :353-365
[5]  
Bourrieres Francois-Joseph, 1939, Publications Scientifiques et Techniques du M inistere de l'Air
[6]  
Brouard B, 1997, INT J ROCK MECH MIN, V34, p[e21, e15]
[7]  
Bungartz H.J, 2006, FLUID STRUCTURE INTE, V53
[8]   CHAOTIC FLOW-INDUCED VIBRATION OF A FLEXIBLE TUBE WITH END MASS [J].
COPELAND, GS ;
MOON, FC .
JOURNAL OF FLUIDS AND STRUCTURES, 1992, 6 (06) :705-718
[9]  
daCosta A., 2011, 12 ISRM C INT SOC RO
[10]   The flow-induced instability of long hanging pipes [J].
Doaré, O ;
de Langre, E .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2002, 21 (05) :857-867