选矿过程会产生大量尾砂,尾砂大部分堆放在尾矿库,而堆放在尾矿库的尾砂可能随降雨进入河道,对河流产生影响。通过在长宽高分别是23,1,0.6 m的水槽中开展试验,研究流速为0.05~0.3 m/s、投砂速率为20~315 g/min条件下的选矿尾砂在水流中的运动规律,分析尾砂扩散、淤积形态和淤积量分布、含沙量沿程分布规律。试验结果表明,尾砂进入水槽后,存在明显扩散;尾砂淤积总量占投砂总量的比例随流速增大而减小,当流速从0.05 m/s增加至0.3 m/s时,淤积比例从75%以上降至不足25%;投砂主要影响区域内含沙量沿程呈减小趋势,含沙量分布与指数公式拟合的较好,相关系数R2值约为0.9。
Abstract
A large number of tailings produced in the beneficiation process are stored into tailings pond, but these tailings may transport with rainfall into the river. We researched the regularity of tailings transport in water flow through flume (length 23m, width 1m, and height 0.6m) experiment with flow rate of 0.05-0.3 m/s and tailings incoming rate of 20-315 g/min. The regularities of tailings diffusion, distribution of deposition form and amount, distribution of sediment concentration along the channel are analysed. Results suggest that the tailings diffused obviously after flowing into the flume. The longitudinal diffusion rate increased and the transverse diffusion rate decreased with water velocity increasing. The proportion of total deposition decreased with the increase of flow velocity, from 75% to less than 25% when flow velocity increased from 0.05 m/s to 0.3 m/s. The distribution of sediment concentration along the channel decreased and fitted with index formula well with the correlation coefficient R2 about 0.9.
关键词
选矿尾砂 /
水槽试验 /
矿尾砂扩散 /
矿尾砂淤积 /
含沙量
Key words
tailings /
flume experiment /
diffusion of tailings /
deposition of tailings /
sediment concentration
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参考文献
钱 宁, 万兆惠. 泥沙运动力学. 北京:科学出版社, 1983. (QIAN Ning, WAN Zhao-hui. Mechanics of Sediment Transport. Beijing: Science Press, 1983. (in Chinese))
SL42—2010, 河流泥沙颗粒分析规程. 北京:中国水利水电出版社,2010. (SL42—2010, Technical Standard for the Determination of Sediment Particle Size in Open Channels. Beijing: China Water Power Press, 2010. (in Chinese))
徐宏明, 张庆河. 粉沙质海岸泥沙特性实验研究. 泥沙研究, 2000, 6(3): 42-49. (XU Hong-ming, ZHANG Qing-he. Experimental Study of Sediment Characteristics in Silty-sand Coast. Journal of Sediment Research, 2000, 6(3): 42-49. (in Chinese))
黄建维, 夏云峰, 徐 华,等. 粉沙质海岸航道骤淤期悬移质挟沙力研究. 海洋工程, 2010,28(4): 77-83. (HUANG Jian-wei, XIA Yun-feng, XU Hua, et al. Research on Suspensions-carrying Capacity in Silt-sandy Coast During Sudden Siltation in the Channel. Journal of Ocean Engineering, 2010, 28(4): 77-83. (in Chinese))
李 宇, 金 鹰. 粘性泥沙环形水槽实验研究. 内蒙古农业大学学报, 2005,26(1):79-81. (LI Yu, JIN Ying. Experimental Study on Cohesive Sediment in Ring Channel. Journal of Inner Mongolia Agricultural University, 2005, 26(1): 79-81. (in Chinese))
刘 峰. 粘性细颗粒泥沙挟沙规律试验研究. 长江科学院院报, 1996,13(4):20-23. (LIU Feng. Experimental Study on Carrying Capacity of Fine Clayey Sand. Journal of Yangtze River Scientific Research Institute, 1996, 13(4): 20-23. (in Chinese))
任艳粉, 姚 棣, 李远发,等. 拟焦沙阻力特性及水流挟沙能力试验研究. 人民黄河, 2009,31(11):42-43. (REN Yan-fen, YAO Li, LI Yuan-fa, et al. Experimental Study on Resistance Characteristics and the Carrying Capacity with Quasi Jiaosha. Journal of Yellow River, 2009, 31(11): 42-43. (in Chinese))
张小峰, 刘兴年. 河流动力学. 北京:中国水利水电出版社, 2010. (ZHANG Xiao-feng, LIU Xing-nian. River Dynamics. Beijing: China Water Power Press, 2010. (in Chinese))
顾 杰, 黄 静, 李志伟. 瞬时排放泥沙颗粒团在横流中对流扩散特性的实验研究. 水科学进展, 2008,19(4): 483-488. (GU Jie, HUANG Jing, LI Zi-wei. Experimental Study on Dispersion of Instantaneous Discharging Sediment Cloud in Cross-flow. Advances in Water Science, 2008, 19(4): 483-488. (in Chinese))
基金
国家自然科学基金项目(51109010);中国清洁发展机制基金赠款项目(2012044);水利部公益性行业专项经费项目(201401020);中央级公益性科研院所基本科研业务费(CKSF2013015/SH)