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煤储层排采液流携粉运移模型与产出规律 被引量:15
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作者 刘新福 刘春花 +1 位作者 吴建军 綦耀光 《煤炭学报》 EI CAS CSCD 北大核心 2018年第3期770-775,共6页
基于液固两相流理论建立煤层液流渗流数学模型,并给出描述煤岩产气通道流动状态的偏微分方程和煤层液流携粉运移特征的数学模型,依据数值求解结果分析产气通道中的液流压力和流速以及煤粉随液流运移的浓度分布情况。结果表明,煤储层近... 基于液固两相流理论建立煤层液流渗流数学模型,并给出描述煤岩产气通道流动状态的偏微分方程和煤层液流携粉运移特征的数学模型,依据数值求解结果分析产气通道中的液流压力和流速以及煤粉随液流运移的浓度分布情况。结果表明,煤储层近井区域液流高流速状态使得通道液流中的含煤粉量达到最高值,排采初期较大的排液量和压差波动使得其煤粉产出较多,而稳产阶段的产液量减小且煤储层与井底间的生产压差降低使得通道中煤粉浓度较低,生产压差由2.05 MPa提高到3.05 MPa后,产气通道各节点最大含煤粉量由0.112%迅速升至0.608%;且稳产阶段煤层泄流体产气通道孔径的增大,会进一步降低通道中煤粉浓度,产气通道高度由0.30 mm扩大到0.90 mm,产气通道各节点最大含煤粉量则由0.759%降至0.160%。该算法提出煤储层泄流体煤岩产气通道管流的概念并定量描述排采液流携煤粉运移的特征,为准确预测煤层气井排采中的煤粉产出情况和制定合理的防煤粉措施提供了依据。 展开更多
关键词 运移 液流携 产气通道 管流 含煤粉量
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Air-void parameters measurement of fresh concrete and hardened concrete 被引量:8
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作者 李化建 谢永江 杨鲁 《Journal of Central South University》 SCIE EI CAS 2013年第4期1103-1108,共6页
Air content, spacing factor and specific surface of fresh concrete and hardened concrete with different air contents, slumps and mineral admixtures (fly ash, slag, fly ash + slag, fly ash + slag + silica fume composit... Air content, spacing factor and specific surface of fresh concrete and hardened concrete with different air contents, slumps and mineral admixtures (fly ash, slag, fly ash + slag, fly ash + slag + silica fume composite) were studied by the air-void analyzer (AVA) method and the microscopical method. The correlations between the test results obtained from different methods were analyzed. The results show that, there is a close correlation of air content and spacing factor between the fresh concrete and the hardened concrete, but the specific surface correlation is weak. The air content of concrete measured by the AVA method is smaller than that of the pressure method and the microscopical method, because AVA device captures only the air voids with the size smaller than 3 mm. Spacing factor of the fresh concrete measured by the AVA method is greater than that of the hardened concrete measured by the microscopical method, while the specific surface is smaller. When the criterion of 4%-7% air content measured by the pressure method and microscopical method is acceptable for concrete freezing-thawing (F-T) durability in cold weather, the air content measured by the AVA method should be 2.4%-4.6%. For the concrete F-T durability, when the criterion of the spacing factor measured by the microscopical method is 300 μm, the spacing factor measured by the AVA method should be 360 μm. 展开更多
关键词 fresh concrete hardened concrete air content spacing factor specific surface
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