赵利安. 煤浆管道输送颗粒级配降级研究[J]. 水利水运工程学报, 2016, (6): 109-115.
引用本文: 赵利安. 煤浆管道输送颗粒级配降级研究[J]. 水利水运工程学报, 2016, (6): 109-115.
ZHAO Li-an. Test analysis of particle size distribution degradation for coal slurry conveying by pipelines[J]. Hydro-Science and Engineering, 2016, (6): 109-115.
Citation: ZHAO Li-an. Test analysis of particle size distribution degradation for coal slurry conveying by pipelines[J]. Hydro-Science and Engineering, 2016, (6): 109-115.

煤浆管道输送颗粒级配降级研究

Test analysis of particle size distribution degradation for coal slurry conveying by pipelines

  • 摘要: 针对目前管道输煤颗粒级配降级影响因素及煤颗粒降级对输送参数的影响规律方面的研究不足,采用试验方法研究了煤颗粒管道输送时浆体流速、颗粒大小、泵送时间对颗粒级配降低的影响,同时还通过试验以及理论分析相结合的方法,研究了煤浆级配降低后对浆体黏性、管道输送阻力和临界淤积流速等输送参数的影响。研究指出浆体流动速度越大,泵送时间越长,颗粒粒径越大,颗粒的降级率越大。试验观测和理论分析结果表明,浆体级配降级导致浆体黏度升高,阻力降低,不淤流速相应减小,且黏度和阻力值可用费祥俊黏度和阻力模型进行准确预测。在此基础上,结合有关研究,推导了临界淤积流速的计算模型。

     

    Abstract: In view of the shortage of analysis studies on the influence factors of the degradation of gradation of grain and influence law of the transport parameters for the coal particle degradation during the coal slurry conveying, a test method is used to study the influences of the coal slurry velocities, particle size and pump conveying time on the particle size distribution degradation during the coal slurry conveying. At the same time, the analysis of influences of the coal slurry gradation degradation on the slurry viscosity, pipeline transportation resistance and siltation velocities is also carried out through the experimental method and theoretical analysis method. From the test analysis results it is found that the higher the flow velocity of the slurry is, the longer the pumping time is, and the larger the particle size is, the greater the degradation rate of the particles is. The results of experimental survey and theoretical analysis show that the slurry viscosity has increased, the resistance has decreased, and the non-silting velocities relevantly decreased due to the degradation of the coal slurry gradation. And the viscosity and resistance values can be accurately estimated by the Fei Xiang-jun viscosity and resistance model. On the basis of the research results mentioned above, a calculation model for the critical silting velocities is developed in this paper.

     

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