Sand transport characteristics and critical sand-carrying velocity of gas-water mixtures in wellbores during hydrate production

IF 5 Q2 ENERGY & FUELS
Junyu Deng, Rui Zhang, Huan Mu, Jian Liu, Xudong Zhao, Yufei Song, Yuquan Li, Jialin Shi
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Abstract

Sand production in weakly cemented silty-fine sediments poses a significant challenge to the stable and efficient operation of horizontal hydrate production wells. This study moves beyond site-specific observations to elucidate the fundamental gas-water-sand multiphase transport mechanisms through systematic laboratory simulations. By examining the coupled influence of inclination angles and gas-liquid ratios (GLR), the evolution of particle-fluid interactions was characterized. Results reveal three distinct transport regimes: wall-concentrated, critical, and wall-dispersed flow. A critical deviation angle of 55° was identified, at which the sand-carrying capacity reaches its minimum. This phenomenon is mechanistically attributed to the extremum in the transverse gravitational component and interfacial friction, which maximizes particle slippage. Quantitatively, the transport efficiency exhibits a nonlinear dependence on GLR, with a critical threshold around 50, beyond which further increases provide limited enhancement in gas-phase drag. Furthermore, the critical sand-carrying velocity is found to be physically coupled with the churn-to-annular flow transition, where the motive force shifts from liquid-phase buoyancy to gas-phase shear. A mechanistic-empirical model was established with high fidelity (R2 = 0.99577), demonstrating a liquid-phase saturation effect where additional liquid volume provides negligible gains in carrying capacity. These findings provide a scalable theoretical framework and precise operational envelopes for optimizing sand management strategies in marine hydrate recovery.
水合物开采过程中井内气水混合物输砂特性及临界携砂速度
弱胶结粉砂细砂沉积物的出砂对水平井水合物生产井的稳定高效运行提出了重大挑战。本研究超越了现场特定观察,通过系统的实验室模拟阐明了基本的气-水-砂多相输运机制。通过考察倾角和气液比(GLR)的耦合影响,表征了颗粒-流体相互作用的演化过程。结果揭示了三种不同的输运模式:壁浓流、临界流和壁分散流。确定了临界斜度为55°时的携砂能力最小。这种现象在机械上归因于横向引力分量和界面摩擦的极值,这使得粒子滑移最大化。从数量上看,输运效率与GLR呈非线性关系,其临界阈值约为50,超过该阈值后,输运效率对气相阻力的增强有限。此外,发现临界携砂速度与搅拌向环空流动转变物理耦合,其中动力从液相浮力转变为气相剪切。建立了一个具有高保真度(R2 = 0.99577)的力学-经验模型,证明了液相饱和效应,其中额外的液体体积对承载能力的增益可以忽略不计。这些发现为优化海洋水合物开采中的砂管理策略提供了可扩展的理论框架和精确的操作信封。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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7.50
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