WANG Xin-bo, WANG Lu-jun, ZHU Bin, et al. Experimental study of behavior of hydrate-bearing sediments during
servo depressurization[J]. 2022, 43(9): 2360-2370.
DOI:
WANG Xin-bo, WANG Lu-jun, ZHU Bin, et al. Experimental study of behavior of hydrate-bearing sediments during
servo depressurization[J]. 2022, 43(9): 2360-2370.DOI: 10.16285/j.rsm.2021.1956.
Experimental study of behavior of hydrate-bearing sediments during
servo depressurization
Natural gas hydrate in deep sea exists in a certaintemperature and pressure condition. The depressurization rate during hydratedissociation by depressurization has a great impact on the gas production rateand hydrate-bearing sediment deformation characteristics. In order toinvestigate the influence of depressurization rate on temperature field
porepressure field
deformation characteristics
and gas production rate ofhydrate-bearing sediment
a group of depressurization tests with differentdepressurization rates was carried out on the apparatus independently developedby Zhejiang University that can perform linear gradient servo depressurizationfor simulating the hydrate decomposition process. The results show that thetemperature decreases first from the perimeter of the shaft where thedecomposition region starts
and then gradually spreads to the surroundingsediment at the initial stage of depressurization. Increasing thedepressurization rate appropriately can improve the production efficiency ofthe reservoir
but the higher depressurization rate may cause the hydrateregeneration
which is not conducive to gas production. Optimal gas productionefficiency can be obtained by selecting a specific depressurization rate. Inthe process of hydrate exploitation
the pore shape of the hydrate-bearingsediment can be divided into three types
according to the connection degreebetween pores and the surrounding area: completely sealed
partially sealed
and open. After hydrate exploitation
the shallow surface soil of reservoir canbe divided into three areas based on the deformation characteristics: Zone I isthe soil layer around the shaft
showing a funnel-shaped subsidence structure;the soil layer in Zone II is flat with no obvious disturbance; Zone III is theboundary soil layer
where the upward migration of water and gas production isblocked
leading to a mound like uplift zone. These deformation characteristicsare related to the migration paths and modes of gas production inhydrate-bearing sediment. Through similarity analysis
the correspondingrelationships between the decomposition time and gas production of the modeland prototype are given.
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Related Author
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
TAN Hai-xing
CHEN Huai-lin
YANG Tao
Related Institution
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC