Research on Optimization of the Upper Particle Size Limit of Gangue in Slurry Backfill Based on Interference Settlement

IF 4.3 3区 工程技术 Q2 ENERGY & FUELS
Wenyu Lv, Tianqi Song, Yongping Wu, Wenzhe Gu, Fengqi Qiu, Panshi Xie, Hao Pan, Chao Lyu, Kai Guo, Xinxin Zhou
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Abstract

With the increasing demand for gangue disposal in China, gangue slurry filling technology, as a necessary technical means for harmless disposal of gangue under low interference conditions, has been widely promoted in Western China, Mongolia, and Shaanxi regions. In order to optimize the upper limit particle size of gangue slurry under interference settlement conditions to ensure the safety of pipeline transportation, the article systematically carried out the gangue slurry characteristics and static settlement test, studied the interference settlement conditions of gangue slurry in the suspension of coarse particles characteristics, and analysis of the gangue particles obtained by the settling speed of engineering verification. The results show that gangue slurry has coarser particles, complex components, and high solid content characteristics, and its static settlement characteristics cannot truly restore the flow state in the pipeline. The particle settling velocity is affected by the concentration of slurry, rheological parameters, gangue particle size, and gangue fine particles of the density of the suspension medium through the mechanical derivation method to obtain the gangue particle settling velocity calculation formula. Moreover, take indoor large-scale tests and field applications for double verification, the upper limit of particle size of 3.00 mm under the condition of the maximum sinking speed of 1.092 × 10−6 m/s can realize the start with the material did not happen to plug the pipe accident, the field test of the neighboring grouting filling effect is good.

Abstract Image

基于干涉沉降法的矸石充填体粒径上限优化研究
随着国内矸石处置需求的不断增加,矸石浆充填技术作为低干扰条件下矸石无害化处置的必要技术手段,在中国西部、蒙古、陕西等地区得到了广泛推广。为了优化干扰沉降条件下矸石料浆的上限粒径,保证管道运输的安全,本文系统地进行了矸石料浆特性和静态沉降试验,研究了干扰沉降条件下矸石料浆在悬浮物中的粗颗粒特性,并分析了通过工程验证得到的矸石颗粒沉降速度。结果表明:脉石浆颗粒较粗,组分复杂,固含量高,其静态沉降特性不能真正还原管道内的流动状态。颗粒沉降速度受浆体浓度、流变参数、脉石粒度、脉石细粒密度等悬浮介质的影响,通过力学推导法得到脉石颗粒沉降速度的计算公式。此外,采取室内大型试验和现场应用进行了双重验证,在粒径上限为3.00 mm的条件下,最大下沉速度为1.092 × 10−6 m/s,可实现物料启动时未发生堵漏事故,现场试验对邻近注浆充填效果良好。
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来源期刊
International Journal of Energy Research
International Journal of Energy Research 工程技术-核科学技术
CiteScore
9.80
自引率
8.70%
发文量
1170
审稿时长
3.1 months
期刊介绍: The International Journal of Energy Research (IJER) is dedicated to providing a multidisciplinary, unique platform for researchers, scientists, engineers, technology developers, planners, and policy makers to present their research results and findings in a compelling manner on novel energy systems and applications. IJER covers the entire spectrum of energy from production to conversion, conservation, management, systems, technologies, etc. We encourage papers submissions aiming at better efficiency, cost improvements, more effective resource use, improved design and analysis, reduced environmental impact, and hence leading to better sustainability. IJER is concerned with the development and exploitation of both advanced traditional and new energy sources, systems, technologies and applications. Interdisciplinary subjects in the area of novel energy systems and applications are also encouraged. High-quality research papers are solicited in, but are not limited to, the following areas with innovative and novel contents: -Biofuels and alternatives -Carbon capturing and storage technologies -Clean coal technologies -Energy conversion, conservation and management -Energy storage -Energy systems -Hybrid/combined/integrated energy systems for multi-generation -Hydrogen energy and fuel cells -Hydrogen production technologies -Micro- and nano-energy systems and technologies -Nuclear energy -Renewable energies (e.g. geothermal, solar, wind, hydro, tidal, wave, biomass) -Smart energy system
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