Investigation on flow field characteristics in an open-pit coal mine

被引:8
|
作者
Tang, Wanjun [1 ,2 ]
Li, Fengming [1 ,2 ]
Xiang, Gaoxiang [3 ]
Liu, Mengwei [1 ,2 ]
机构
[1] China Coal Res Inst, China Coal Technol & Engn Grp, Beijing 100013, Peoples R China
[2] Beijing Res Inst Land Renovat & Ecol Restorat Tec, China Coal Technol & Engn Grp, Beijing 100013, Peoples R China
[3] Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Xian 710129, Peoples R China
基金
中国博士后科学基金;
关键词
Open-pit mine; Elevated inner dump; Atmospheric flow field; Sensitivity analysis; DUST-SUPPRESSION; EMISSIONS; CHINA; PM10;
D O I
10.1007/s11356-021-18160-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this paper, the atmospheric flow field characteristics in a deep open-pit mine are investigated numerically and theoretically. A theoretical model on the recirculation length based on the energy equation is used, and a total variation diminishing (TVD) difference scheme with second-order accuracy is used to solve the NS equations with a standard two-equation k-epsilon turbulence model. The effects of elevated inner dump on the flow field characteristics of the open-pit mine are analyzed detailedly with the same inflow parameters. The results show that a recirculation zone exists in the open-pit mine due to the reflux from the high-pressure zone to the low-pressure zone. As the height of the inner dump increases, the flow becomes more complicated, and the low-pressure zone and the recirculation zone become bigger. The elevated inner dump makes it difficult for the internal fluid to flow to the outside, which results in the increase of the dust concentration. At last, the influences of key parameters on flow filed are conducted by normalizing the depth of the lowest direct current flow on the windward slope. The sensitivity analysis is done by study each influencing factor. This paper offers an effective way to study the flow field characteristics in an open-pit coal mine, which is essential to the dust pollution control of open-pit mine.
引用
收藏
页码:27585 / 27594
页数:10
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