LAPSE:2023.25155
Published Article

LAPSE:2023.25155
Study on Critical Drawdown Pressure of Sanding for Wellbore of Underground Gas Storage in a Depleted Gas Reservoir
March 28, 2023
Abstract
Accurately predicting the critical differential pressure (CDP) of sand production contributes to improving the peak-shaving capacity and ensuring safe operation of underground gas storage (UGS). The CDP of sanding production in the target wells of the UGS was predicted coupling laboratory tests, inversed analysis with well logging data and numerical simulations. The in-situ mechanical properties of rock were estimated by coupling the laboratory test results and well-logging data. The in-situ stress field of the target formation was then deduced through inversed analysis coupled finite element method (FEM) and genetic algorithm (GA), based on the existing known stress data and the seismic data of the measured points. Using the critical strain limit (CSL) of 5‰ as the sanding criterion of the wellbore, the CDPs of the gas production in the UGS were predicted, which was 5.59 MPa, 3.98 MPa, and 4.01 MPa for well #1, well #2 and well #3, when the pressure of the gas storage was 30 MPa, respectively. The simulation results showed good agreements with the field-measured benchmark data of well #2 and well #3. The effects of moisture contents (ranging from 10 to ~40%), and cycling times of gas injection and withdrawal (ranging from 40 to ~200 cycling times) on the critical differential pressure were simulated and analyzed. The results indicated that the CDP decreased with an increase of the moisture content and the cycling times. This study provides a reliable tool for the sanding prediction of the wellbore in the UGS.
Accurately predicting the critical differential pressure (CDP) of sand production contributes to improving the peak-shaving capacity and ensuring safe operation of underground gas storage (UGS). The CDP of sanding production in the target wells of the UGS was predicted coupling laboratory tests, inversed analysis with well logging data and numerical simulations. The in-situ mechanical properties of rock were estimated by coupling the laboratory test results and well-logging data. The in-situ stress field of the target formation was then deduced through inversed analysis coupled finite element method (FEM) and genetic algorithm (GA), based on the existing known stress data and the seismic data of the measured points. Using the critical strain limit (CSL) of 5‰ as the sanding criterion of the wellbore, the CDPs of the gas production in the UGS were predicted, which was 5.59 MPa, 3.98 MPa, and 4.01 MPa for well #1, well #2 and well #3, when the pressure of the gas storage was 30 MPa, respectively. The simulation results showed good agreements with the field-measured benchmark data of well #2 and well #3. The effects of moisture contents (ranging from 10 to ~40%), and cycling times of gas injection and withdrawal (ranging from 40 to ~200 cycling times) on the critical differential pressure were simulated and analyzed. The results indicated that the CDP decreased with an increase of the moisture content and the cycling times. This study provides a reliable tool for the sanding prediction of the wellbore in the UGS.
Record ID
Keywords
critical differential pressure, depleted gas reservoir, in-situ crustal stress, inversed analysis, sanding prediction, underground gas storage
Subject
Suggested Citation
Song R, Zhang P, Tian X, Huang F, Li Z, Liu J. Study on Critical Drawdown Pressure of Sanding for Wellbore of Underground Gas Storage in a Depleted Gas Reservoir. (2023). LAPSE:2023.25155
Author Affiliations
Song R: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China [ORCID]
Zhang P: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Tian X: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Huang F: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Li Z: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Liu J: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China [ORCID]
Zhang P: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Tian X: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Huang F: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Li Z: PipeChina West East Gas Pipeline Company, Shanghai 200120, China
Liu J: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China [ORCID]
Journal Name
Energies
Volume
15
Issue
16
First Page
5913
Year
2022
Publication Date
2022-08-15
ISSN
1996-1073
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Original Submission
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PII: en15165913, Publication Type: Journal Article
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LAPSE:2023.25155
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https://doi.org/10.3390/en15165913
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Mar 28, 2023
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