Geotechnical Engineering

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

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  • 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 date: 2014-07-04

  Online 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

Cite this article

MA Xiu-yuan , ZHANG Li , SU Qiang , HUI Bing , WANG Zhe-chao , XUE Yi-guo , LI Shu-cai, . Optimum design research on water curtain system in large underground water-sealed oil storage cavern[J]. Rock and Soil Mechanics, 2016 , 37(3) : 776 -782 . DOI: 10.16285/j.rsm.2016.03.021

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