›› 2016, Vol. 37 ›› Issue (3): 776-782.doi: 10.16285/j.rsm.2016.03.021

• Geotechnical Engineering • Previous Articles     Next Articles

Optimum design research on water curtain system in large underground water-sealed oil storage cavern

MA Xiu-yuan1, ZHANG Li2, SU Qiang2 , HUI Bing3, WANG Zhe-chao1, XUE Yi-guo1, LI Shu-cai1   

  1. 1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, Shandong 250061, China; 2. Shandong Urban Construction Vocational Collage, Jinan, Shandong 250013, China; 3. Shandong Zhengyuan Construction Engineering Co., Ltd., Jinan, Shandong 250101, China
  • Received:2014-07-04 Online:2016-03-11 Published:2018-06-09
  • Supported by:

    This work was supported by the State Key Program of National Natural Science of China (51139005), the National Natural Science Foundation of China (40902084) and the Young Technology Foundation Financial Aid Project of Shandong Local.

Abstract: The water curtain hole design is the core part of water curtain system, which is crucial to the operation of the underground water-sealed cavern. Based on the first water-sealed underground cavern in China, the impacts of spacing of water curtain hole and fracture width on the water sealing is studied using the underground water seepage theory. The results show that spacing of horizontal water curtain hole and the fracture widths have important influences on water sealing in steep-inclined structural planes. In the calculation condition, the water sealing reaches the best effect when the water curtain hole spacing is 10 m. Water curtain hole spacing of 30 m is unable to meet the requirements of water sealing. Under the same water curtain hole spacing, the wider the gap width is, the better the effect of water sealing is, the best spacing of water curtain hole is 10 m for the project investigated; the poorer the effect of water sealing is in the crown area of main cavern. The research results provide a theoretical basis for water sealing evaluation of water-sealed oil storage cavern

Key words: underground water-sealed oil storage cavern, fracture width, water sealing, water curtain hole

CLC Number: 

  • TV 62+3

[1] ZHANG Fan, MA Geng, FENG Dan, . Hydraulic fracturing simulation test and fracture propagation analysis of large-scale coal rock under true triaxial conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1890-1897.
[2] LI Shu-cai,ZHANG Li,MA Xiu-yuan,XUE Yi-guo,WANG Zhe-chao,LI Yi-fan,PING Yang,JIANG Yan-yan. Space-time evolution behaviour of seepage field around a large underground petroleum storage caverns with groundwater curtaining [J]. , 2013, 34(7): 1979-1986.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!