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粗骨料充填输送管道阻力特性与冲蚀磨损研究

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为解决尾盐颗粒长距离输送冲蚀导致弯管失效的问题,引入流体力学理论,建立了相应管道的计算模型,确定了管道的最大冲蚀率所在区域,研究了尾盐颗粒直径、颗粒流速和弯管曲率半径3个因素对最大冲蚀率及最大冲蚀区的影响.研究结果表明:随着管道长度的增加,管道中的压力逐步衰减,管道输送长度与压力损失成正比;随尾盐颗粒直径的增大,管道最大冲蚀区由弯管侧壁区转变为拱背区;当尾盐颗粒直径小于1.3 mm,最大冲蚀率随颗粒直径的增大先增加后减小,尾盐颗粒直径大于1.3 mm,最大冲蚀率随颗粒直径的增大而增大,尾盐颗粒直径等于1.3 mm时,最大冲蚀率最小;随着弯管曲率半径的增大,尾盐颗粒对弯管的冲蚀率显著降低,最大冲蚀区的位置从弯管入口的上游转移到中下游,建议选取弯管曲率半径为弯管直径的2.0~3.0倍,并适当增大第二处弯管的曲率半径.
Research on Resistance Characteristics and Erosion Wear of Coarse Aggregate Filling transportation Pipeline
In order to solve the problem of bending pipe failure caused by erosion of tail salt particles during long-distance transportation,the fluid mechanics theory was introduced to establish the calculation model of the corresponding pipeline,and the area of the maximum erosion rate of the pipeline was determined.The effects of three factors,such as diameter of tail salt particles,particle velocity and curvature radius of bending pipe,on the maximum erosion rate and the maximum erosion area were studied.The results show that with the increase of pipeline length,the pressure in the pipeline gradually decays,and the transportation length of pipeline is proportional to the pressure loss.With the increase of the diameter of tail salt particles,the maximum erosion area of the pipeline changes from the side wall area of the bending pipe to the arch back area.When the diameter of tail salt particles is less than 1.3 mm,the maximum erosion rate increases first and then decreases with the imcrease of particle diameter.When the diameter of tail salt particles is greater than 1.3 mm,the maximum erosion rate increases with the increase of particle diameter.When the diameter of tail salt particles is equal to 1.3 mm,the maximum erosion rate is the smallest.With the increase of the curvature radius of bending pipe,the erosion rate of the tail salt particles on the bending pipe is significantly reduced,and the position of the maximum erosion area is shifted from the upstream of the bending pipe inlet to the middle and lower reaches.It is recommended to select the curvature radius of bending pipe as 2.0-3.0 times the diameter of the bending pipe,and appropriately increase the curvature radius of the second bending pipe.

Tail saltPipeline transportationPipeline resistanceErosion wearNumerical simulation

庞建涛、李树建、石勇、郑伯坤、彭亮、段胜胜、凡杰

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云南磷化集团有限公司磷资源开发利用工程技术研究分公司,云南 昆明 650699

长沙矿山研究院有限责任公司,湖南长沙 410012

湖南省矿山固废综合利用工程技术研究中心,湖南 长沙 410012

尾盐 管道输送 管道阻力 冲蚀磨损 数值模拟

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(12)