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含粗骨料尾砂膏体长距离管输流变特性及阻力预测

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为探明质量浓度、粗骨料含量、灰砂质量比和水化时间对膏体长距离管输流变特性的影响,本文基于正交设计开展流变实验,采用回归分析建立流变参数预测模型,在此基础上通过理论推导建立管道阻力预测模型,采用现场实测数据验证阻力预测结果的可靠性.结果表明:含粗骨料尾砂膏体属于宾汉流体,质量浓度和粗骨料含量对膏体流变参数的影响最显著;屈服应力随质量浓度的增大呈指数增长,随粗骨料含量的增加呈指数减小,随水化时间的增加呈线性增长,与灰砂质量比的关系不大;塑性粘度随质量浓度的增大呈指数增长,随粗骨料含量的增加呈线性减小,随灰砂质量比和水化时间的增加呈线性增长;建立的流变参数预测模型平均误差小于 4.3%,基于宾汉流变模型建立的管道阻力模型预测值比现场实测值偏大 12.5%,满足工程应用的精度要求.
Rheological properties and pipe resistance prediction of tailing paste containing coarse aggregate in long-distance transportation
To investigate the effects of mass fraction,coarse aggregate content,cement-sand mass ratio,and hydra-tion time on the rheological properties of paste in long-distance pipeline transportation,a rheological experiment was carried out based on orthogonal design.Furthermore,the prediction models of rheological parameters were estab-lished by regression analysis.Subsequently,the pipeline resistance prediction model was constructed through theo-retical derivation,and the reliability of the prediction result was verified by field measurement data.The results indicate that the tailings paste containing coarse aggregate is a kind of Bingham fluid and that the mass fraction and the coarse aggregate content are the two most significant factors affecting the rheological parameters of the paste.Furthermore,yield stress increases exponentially with the increase in mass fraction,decreases exponentially with the increase in coarse aggregate content,and increases linearly with the increase in hydration time.Yield stress also has a minimal relationship with the cement-sand mass ratio.In addition,the plastic viscosity increases expo-nentially with the increase in mass fraction,decreases linearly with the increase in coarse aggregate content,and increases linearly with the increase in cement-sand mass ratio and hydration time.The average error of the estab-lished rheological parameters prediction model is within 4.3%,and the predicted value of the pipeline resistance model based on the Bingham rheological model is 12.5%larger than the field measurements,thus meeting the pre-cision requirements of engineering application.

tailings pastecoarse aggregatelong-distance transportrheological propertyevolution lawpipe resistancerheological parameters predictionresistance prediction

王小林、严庆文、王洪江、尹升华、茶强华、熊有为

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北京科技大学 土木与资源工程学院,北京 100083

西安建筑科技大学 资源工程学院,陕西 西安 710055

云南驰宏锌锗股份有限公司会泽矿业分公司,云南 曲靖 655000

长沙有色冶金设计研究院有限公司,湖南 长沙 410000

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尾砂膏体 粗骨料 长距离输送 流变特性 演化规律 管道阻力 流变参数预测 阻力预测

国家自然科学基金项目

51834001

2024

哈尔滨工程大学学报
哈尔滨工程大学

哈尔滨工程大学学报

CSTPCD北大核心
影响因子:0.655
ISSN:1006-7043
年,卷(期):2024.45(3)
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