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Preparation of a supramolecular sand-inhibiting and water-control agent and study of its applicability to oil reservoirs
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作者 Tianmeng Lei Yefei Wang +4 位作者 mingchen ding Wuhua Chen Zhenye Yu Zhixue Huang Motorova Kseniya Alexandrovna 《Petroleum》 2025年第5期653-661,共9页
To solve the problem whereby an oil reservoir with applicable boundaries of the current sand-inhibiting and water-control agent is unclear,a supramolecular sand-inhibiting and water-control agent PDKM was prepared usi... To solve the problem whereby an oil reservoir with applicable boundaries of the current sand-inhibiting and water-control agent is unclear,a supramolecular sand-inhibiting and water-control agent PDKM was prepared using acrylamide(AM),methacryloxyethyltrimethyl ammonium chloride(DMC),styrene(SM),and γ-methacryloyloxypropyltrimethoxysilane(KH570)as comonomers.The molecular structure of PDKM was verified by ^(1)H-NMR and FT-IR.On the basis of establishing an evaluation method that can screen the performance of sand-inhibiting agent at a flow rate of 100 mL/min,the oil reservoir applicable boundaries of PDKM were obtained through the evaluation of sand-inhibiting and water-control performance.The experimental results show that when the concentration of PDKM is 5000 mg/L,the oil reservoir conditions are temperature≤90℃,formation water salinity≤21,249 mg/L,the degree of sand production corresponding to slight sand production and particle migration,crude oil viscosity≤50 mPa⋅s,primary water flooding water cut≥75%,and formation permeability contrast≤2.The performance with respect to sand inhibiting and water control can all reach an excellent level.There-fore,the PDKM solves the problem whereby the applicability of the current sand-inhibiting and water-control agent is unclear,and provides direction for the selection of suitable products in the oilfield production site. 展开更多
关键词 Supramolecular polymer Synthesis Sand inhibition and water control Oil reservoir application boundaries
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Experimental investigation on the anisotropy of friction property for dry and water-saturated rock
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作者 Qing YANG Mingming HE +2 位作者 Jinrui ZHAO mingchen ding Jing WANG 《Friction》 SCIE EI CAS CSCD 2024年第9期2064-2082,共19页
Friction properties of rock are closely connected with the anisotropy.The anisotropy of rock friction can provide a valuable assessment for geotechnical and geological engineering.In this study,the rotary friction tes... Friction properties of rock are closely connected with the anisotropy.The anisotropy of rock friction can provide a valuable assessment for geotechnical and geological engineering.In this study,the rotary friction tests were conducted to analyze the water effect on the friction property and the friction anisotropy of the four types of rock.The drilling response model(DD-model)was employed to characterize the rotary friction behavior of the rocks.The parameters of this model include the three types of friction parameters:1/ς,μ,and f,where 1/ςandμare constant,and f is a variable.A quantitative method is proposed for assessing the anisotropy of rock friction.The results of the rotary friction tests indicate that the relation between torque force and thrust force conforms to the DD-model.The changes of two friction constants 1/ςandμfrom dry state to water-saturated state suggest that the water effect on the friction strength of the rocks exhibits significant anisotropy.The friction strength determined by the friction variable f increases first,then decreases,and finally stabilizes with the increasing of depth.AIf is an anisotropy index calculated by the proposed method.The percentage difference of the average value of AIf between water-saturated and dry states shows the degree of the water effect on the friction anisotropy of the rocks,mudstone(MU)>granite(GR)>fine sandstone(FS)>argillaceous siltstone(AS).The quantitative model is hopefully constructed for characterizing the relation between the anisotropic friction strength of rock and the moisture state in future. 展开更多
关键词 ANISOTROPY rotary friction test drilling response model(DD-model) effective stress law
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