Integrated Disposal of Paste Backfill and Surface High-concentration Tailings Stacking at Chambishi Copper Mine

A. Wu, R. Zhuen, S. Yin, Y. Wang, S. Wang, B. Yan
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Abstract

Inspired by the success of cemented paste backfill in the west orebody of Chambishi Copper Mine, integrated disposal of paste backfill and surface high-concentration tailings stacking was applied in the southeast orebody. This paper presents the integrated disposal system, including two deep cone thickeners, double-shaft horizontal mixer, two plunger pumps for underground backfill and three diaphragm pumps for surface stacking. The challenges of the integrated disposal system were deep backfilling (0.98 km) and long-distance discharging (15 km), so a combination of gravity flow and pumping was used in paste backfill and three diaphragm pumps with a preset pressure of 7 MPa were applied for surface stacking. The annual ore production in the southeast orebody is 3.3 Mt, which is 3.3 times larger than that of the west orebody. Therefore, the capacity of the integrated disposal system also needs to be expanded. The capacity of the paste backfill system and surface stacking system were 160 m3/h with paste concentration of 75 wt.% and 265 m3/h with slurry concentration of 55 wt.%, respectively. In the first phase, the cement to tailings ratios for primary and second stopes are 1/8 and 1/24 respectively. To meet the backfill strength and reduce the cost, waste rock will be added in paste backfill in the second phase, the waste rock to tailings ratio is 1/3, the cement to tailings and waste rock ratio for primary stopes are 1:12, and 1:30 for secondary stopes. As a result, the UCS after 28 days for primary and second stopes were 1.2 MPa and 0.5 MPa, respectively.
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谦比希铜矿膏体充填与地表高浓度尾矿堆置一体化处置
Inspired以谦比希铜矿西矿体胶结膏体充填成功为基础,在东南矿体推广了膏体充填与地表高浓度尾矿堆砌一体化处置。本文介绍了由2台深锥浓密机、双轴卧式搅拌机、2台地下回填柱塞泵和3台地面堆料隔膜泵组成的综合处置系统。综合处置系统面临的挑战是深度回填(0.98 km)和长距离卸料(15 km),因此膏体回填采用重力流与泵送相结合的方式,并采用3台预设压力为7 MPa的隔膜泵进行表面堆积。东南矿体年产量为3.3 Mt,是西部矿体年产量的3.3倍。因此,综合处置系统的能力也需要扩大。膏体回填系统容量为160 m3/h,膏体浓度为75 wt.%;地表堆砌系统容量为265 m3/h,料浆浓度为55 wt.%。一期一、二采场水泥尾矿比分别为1/8和1/24。为满足充填体强度要求,降低成本,二期膏体充填体中加入废石,废石与尾砂比为1/3,一次采场水泥与尾砂、废石比为1:12,二次采场为1:30。结果表明,第一次采场和第二次采场28天后的UCS分别为1.2 MPa和0.5 MPa。
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