Computational fluid dynamics simulations to optimize the filling of an underground mine cavity with fly ash

Abstract Subsidence caused by the underground spaces of abandoned mines is a potential danger to life and property. This study focuses on optimizing the filling of these cavities at a site in Korea to prevent subsidence and to reuse abandoned mine. Fly ash produced from thermoelectric power plants might be profitably used to fill the abandoned workings. Computational fluid dynamics (CFD) is used here to simulate fly ash injection into mine cavities by a volume-of-fluid method. The numerical experiments are run after the establishment of three input parameters, which are used to optimize two output parameters. This series of CFD simulations investigates the effects of filling with respect to the operation factors of the filling method. The filling operation is then optimized with regard to efficiency and equipment cost. A low injection point with drilling connection of vertical shafts gives the most efficient filling of underground mine cavities.

[1]  S Horiuchi,et al.  Effective use of fly ash slurry as fill material. , 2000, Journal of hazardous materials.

[2]  C. W. Hirt,et al.  Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .

[3]  Hani S. Mitri,et al.  State-of-the-art review of backfill practices for sublevel stoping system , 2015 .

[4]  Daniele Peila,et al.  Civil reuses of underground mine openings: a summary of international experience , 1995 .

[5]  T. Naik,et al.  Filling Abandoned Underground Facilities With CLSM Fly Ash Slurry , 1990 .

[6]  Seung-Jin Heo,et al.  Innovative design optimization strategy for the automotive industry , 2014 .

[7]  Jin-Young Park,et al.  Computational fluid dynamics simulation of coal ash filling in underground mine cavity , 2015 .

[8]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[9]  Y. P. Chugh,et al.  A model study for blind pneumatic backfilling of fly ash in abandoned underground mines , 2005 .

[10]  S. E. Tahry K-epsilon equation for compressible reciprocating engine flows , 1983 .

[11]  H. Okamura,et al.  Self-compacting concrete. Development, present use and future , 1999 .

[12]  Ko Sung-Lim,et al.  Analysis of the Performance of Magnetic Abrasive Deburring according to Powder Characteristics , 2004 .

[13]  Christophe Didier,et al.  Improving Short- and Long-term Stability of Underground Gypsum Mine Using Partial and Total Backfill , 2010 .

[14]  Luca Bertolini,et al.  Filling of a Flooded Gypsum Mine with a Flowable Soil-Cement Mix , 2010 .

[15]  Valentín,et al.  Chapter 2. , 1998, Annals of the ICRP.

[16]  B. Launder,et al.  The numerical computation of turbulent flows , 1990 .

[17]  Se-Jun Park,et al.  A Study on the Model Test for Mine Filling Using Coal Ash , 2012 .

[18]  Chi Long-zhu Optimization of Grinding Conditions and Prediction of Surface Roughness Using SN-ratio Experimental Design , 2007 .

[19]  Kittitep Fuenkajorn,et al.  Study of surface subsidence above an underground opening using a trap door apparatus , 2015 .

[20]  Guirong Liu,et al.  Smoothed Particle Hydrodynamics: A Meshfree Particle Method , 2003 .

[21]  Wen-Xiu Li,et al.  SMT-GP method of prediction for ground subsidence due to tunneling in mountainous areas , 2012 .

[22]  U. M. Rao Karanam,et al.  Geotechnical characterization of fly ash composites for backfilling mine voids , 2006 .

[23]  Jin-Young Park,et al.  Design study of a rock particle flushing device for a rock reaming machine by CFD simulation , 2015 .

[24]  M. Ahmaruzzaman,et al.  A review on the utilization of fly ash , 2010 .