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【目的】针对煤矿充填远距离自流输送中料浆阻力损失大、管道磨损严重等难题,【方法】以粉煤灰-脱硫石膏-水泥-生石灰复合充填料浆为对象,通过环管试验系统研究不同管径(ϕ100 mm、ϕ150 mm)、流速(0.8~1.8 m/s)及质量浓度(50%~60%)条件下的管输阻力特性。【结果】结果表明,在相同管径下,料浆阻力损失随流速增大而显著增加;相同流量下,管径增大可有效降低阻力损失(如流速1.41 m/s时,ϕ1 00 mm管水头损失0.49 kPa/m,ϕ150 mm管降至0.32 kPa/m)。阻力损失随浓度升高呈先降后增趋势,质量浓度55%为临界点(ϕ100 mm管在1.41 m/s流速时阻力最小)。分析表明,该浓度区间内料浆黏度增加抑制水流紊动强度,削弱浆体有效重力,导致水力坡度反常降低。小管径(ϕ1 00 mm)因浆体-管壁相互作用增强,能耗显著高于大管径(ϕ150 mm);55%质量浓度料浆可实现阻力最小化,为赵石畔煤矿远距离自流输送提供核心参数依据。【结论】本研究揭示了多元固废基料浆的管输阻力调控机制,为充填系统节能降耗与工程优化设计奠定了实验基础。
Abstract:Aiming at the challenges of high resistance loss and severe pipeline wear in long-distance gravity transport of coal mine backfill slurry, we take a composite backfill slurry of fly ash, desulfurization gypsum, cement, and quicklime as the research object. The pipeline transport resistance characteristics under different pipe diameters(ϕ 100 mm, ϕ150 mm),flow velocities(0.8~1.8 m/s), and mass concentrations(50%~60%) were investigated using a loop pipeline test system.The results show that for a given pipe diameter, the slurry resistance loss increases significantly with increasing flow velocity. Under the same flow rate, a larger pipe diameter can effectively reduce resistance loss(e.g., at a flow velocity of1.41 m/s, the head loss of the ϕ1 00 mm pipe is 0.49 kPa/m, while that of the ϕ150 mm pipe decreases to 0.32 kPa/m). As the concentration increases, the resistance loss exhibits a trend of first decreasing and then increasing, with a mass concentration of 55% identified as the critical point(the ϕ100 mm pipe achieves minimum resistance at a flow velocity of1.41 m/s). Analysis indicates that within this concentration range, the increased slurry viscosity suppresses the turbulence intensity of the water flow and weakens the effective gravity of the slurry, leading to an abnormal decrease in the hydraulic gradient. The smaller pipe diameter(ϕ100 mm) results in significantly higher energy consumption than the larger one(ϕ150 mm) due to enhanced slurry–pipe wall interaction. The slurry with 55% mass concentration can minimize resistance,providing a core parameter basis for the long-distance gravity transport system at Zhaoshipan Coal Mine. This study reveals the regulation mechanism of pipeline transport resistance for multi-component solid waste-based slurry and lays an experimental foundation for energy saving, consumption reduction, and optimized engineering design of backfill systems.
[1]郑伯坤,姚维,黄腾龙,等.基于环管试验的改性全尾砂充填料浆输送性能[J].中国有色金属学报,2021,31(2):520-529.
[2]李俊,肖崇春,姜寄,等.泵送膏体触变特性对管道阻力的影响[J].中国矿业,2017,26(S2):283-287.
[3]赵一博,刘伟涛,胡秀瀚,等.基于环管试验的膏体充填管道磨损规律研究[J].有色金属(矿山部分),2025,77(3):119-124.
[4]杨鑫,郑伯坤,邓高岭,等.基于环管试验的尾矿水力输送性能研究[J].矿业研究与开发,2023,43(1):26-31.
[5]钟明旭,方臣,曾建红.某铝土矿尾矿管道输送试验研究[J].矿冶工程,2021,41(4):38-40,43.
[6]林倚天,苏士杰,赵明,等.基于环管实验的煤矸石-粉煤灰充填料浆的管路输送阻力研究[J].中国煤炭地质,2021,33(S1):83-86.
[7]郑伯坤,任云,石勇,等.镁基尾砂膏体充填新型胶凝材料研究[J].采矿技术,2024,24(6):257-261.
[8]陈磊,王晓龙.煤矿高浓度胶结充填料浆管道输送阻力试验研究[J].煤炭与化工,2016, 39(5):54-56,59.
[9]李正荣,苏长华,王方强.湿法脱硫石膏弃浆与煤灰浆混合排放试验研究[J].电力环境保护,2004,20(2):19-21.
[10]杨志强,王永前,高谦,等.废石尾砂混合料浆管道输送压力损失环管试验[J].合肥工业大学学报(自然科学版),2017,40(8):1092-1098.
[11]刘伟涛,王莹莹,王国立.基于小型环管试验的膏体管道输送阻力特性研究[J].矿业研究与开发,2023,43(9):12-16.
[12]杨晓炳,闫泽鹏,尹升华,等.基于环管试验的粗骨料膏体管输阻力模型及优化[J].湖南大学学报(自然科学版),2022,49(5):181-191.
[13]刘逸舒,袁梅芳,刘栋,等.基于半工业环管试验的某煤矿膏体充填管道输送性能研究[J].现代矿业,2022,38(2):174-176,180.
[14]李强强,王文才,杨俊峰,等.鄂尔多斯地区粉煤灰基膏体充填料配比试验研究[J].陕西煤炭,2025,44(4):30-34.
[15]刘伟涛,王莹莹,杨莹,等.自流充填管道局部变径满管输送的环管试验[J].矿冶工程,2023,43(6):20-23,28.
[16]石宏伟,黄吉荣,乔登攀,等.基于ANSYSFLUENT的超深井长距离膏体充填管道输送模拟研究[J].有色金属(矿山部分),2020,72(2):5-12.
[17]李晶昆,左小,张伟博,等.孟村煤矿矸石流态化充填料浆配比研究[J].陕西煤炭,2025, 44(7):69-74.
[18]麻彦雄,徐卫卫.基于数值模拟的郭家滩煤矿充填开采最佳充填率分析[J].陕西煤炭,2024,43(9):17-23.
基本信息:
DOI:10.20120/j.cnki.issn.1671-749x.2026.1004
中图分类号:TD823.7
引用信息:
[1]王龙,韦宝宁,李斌,等.煤矿充填料浆远距离输送阻力特征试验研究[J].陕西煤炭,2026,45(10):24-29.DOI:10.20120/j.cnki.issn.1671-749x.2026.1004.
2026-09-11
2026-09-11