Critical drawdown pressure prediction for sanding production of underground gas storage in a depleted reservoir in China

Author:

Song Rui1ORCID,Xie Ruiyang12,Zhang Ping3,Pei Guihong4,Liu Jianjun1,Wan Xusheng2

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan China

2. School of Civil Engineering and Geomatics Southwest Petroleum University Chengdu China

3. PipeChina West East Gas Pipeline Company Shanghai China

4. School of Architectural Economic and Engineering Management Hubei Business College Wuhan China

Abstract

AbstractSanding production of the underground gas storage (UGS) in the depleted reservoir will cause the decline of effective storage capacity, and the erosion of well string and auxiliary equipment, and other engineering problems. A deep understanding of the sanding production contributes to maintaining the injection and production capacity of gas storage and the long‐term safety of the UGS. In this paper, core samples of five main sedimentary microfacies were drilled from the UGS in middle China. The mechanical properties with different conditions of the moisture content in multi‐cycling injection–production process were tested. The critical drawdown pressure (CDP) calculation methods for the UGS were established based on the stress analysis near the wellbore and the Mogi–Coulomb criterion. Adopting the finite element method simulation on the geological model of the target UGS, the geo‐stress of the formation was calculated by inversed analysis and validated based on the Kaiser effect of rock. Then, the CDP of two target wells of the UGS were investigated. The effects of the water moisture and the cycling times of the injection–production process on the CDP were also analyzed. The geo‐stress distribution shows that the horizontal maximum principal stress ranges from 53 to 68 MPa, and the horizontal minimum principal stress is 46–58 MPa in the target reservoir section, and the vertical minimum principal stress is 69–77 MPa in the target reservoir. The calculated CDP changed with the types of the sedimentary microfacies in the range of [6.27, 8.77] MPa, in which the CDP of the mixed mud and sand flat sedimentary facies was the lowest. The weakness of the CDP with the increasing of the moisture content and the cycling times were analyzed quantitively.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hubei Province

Publisher

Wiley

Subject

General Energy,Safety, Risk, Reliability and Quality

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