| Issue |
E3S Web Conf.
Volume 21, 2017
IInd International Innovative Mining Symposium (Devoted to Russian Federation Year of Environment)
|
|
|---|---|---|
| Article Number | 01021 | |
| Number of page(s) | 6 | |
| Section | Environment Saving Mining Technologies | |
| DOI | https://doi.org/10.1051/e3sconf/20172101021 | |
| Published online | 10 November 2017 | |
Technogenic Rock Dumps Physical Properties' Prognosis via Results of the Structure Numerical Modeling
1 T.F. Gorbachev Kuzbass State Technical University, 650000, 28 Vesennyaya St., Kemerovo, Russia
2 Department of Earth Science, College of Natural and Computational Sciences, Mekelle University, P.O.Box.3066, Mekelle, Ethiopia
* Corresponding author: markovso@kuzstu.ru
Understanding of internal structure of the technogenic rock dumps (gob dumps) is required condition for estimation of using ones as filtration massifs for treatment of mine wastewater. Internal structure of gob piles greatly depends on dumping technology to applying restrictions for use them as filtration massifs. Numerical modelling of gob dumps allows adequately estimate them physical parameters, as a filtration coefficient, density, etc. The gob dumps numerical modelling results given in this article, in particular was examined grain size distribution of determined fractions depend on dump height. Shown, that filtration coefficient is in a nonlinear dependence on amount of several fractions of rock in gob dump. The numerical model adequacy both the gob structure and the dependence of filtration coefficient from gob height acknowledged equality of calculated and real filtration coefficient values. The results of this research can be apply to peripheral dumping technology.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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