Technical solution for drainage carpet for tailing dump Toranica - Kriva Palanka, Macedonia

Kostadinov, Ljubisa and Krstev, Boris and Krstev, Aleksandar and Fidancev, Boris and Ilievski, Darko (2011) Technical solution for drainage carpet for tailing dump Toranica - Kriva Palanka, Macedonia. BMPC'11.

[thumbnail of Technical solution for drainage carpet for tailing dump Toranica-Kriva Palanka, Macedonia-XIV Balkanski kongres za podgotovka na mineralni surovini-Tuzla, 14-16 juni 2011.PDF]
Preview
Text
Technical solution for drainage carpet for tailing dump Toranica-Kriva Palanka, Macedonia-XIV Balkanski kongres za podgotovka na mineralni surovini-Tuzla, 14-16 juni 2011.PDF

Download (10MB) | Preview

Abstract

Mine Toranica - Kriva Palanka for exploitation of lead and zinc, has taken certain activities to
improve and qualify the tailing dump for further exploitation, as well as activities for environmental protection
from the flotation tailing dump.
The drainage carpet and the gabion wall with height of 5 m (previewed for constructing in next phase) will
constitute a whole which will collect the filtrate and spring water from the sand dam through drainage carpet
and through polypropylene pipes, thus the waters will be redirected from the flotation tailing dump, therefore the
sand dam stability will be improved and will prevent the infiltration of higher amounts of infiltrate water in the
subsoil and the side channels in the valley of the river Kriva Reka.
The drainage carpet is designed by one main leg that is parallel to the collector with length of approximately
50 m and two legs, left one (with length of app. 28 m) and right one (wit length of app. 15 m). The drainage
carpet is approximately in shape of flipped letter “Y”.
The drainage carpet is designed in the way that firstly on the bottom 300 gr/m2 geotextile with thickness of
3,00 mm is placed, then above this layer rough geo-membrane HDPE with thickness of 2,00 mm, and above the
geo-membrane again geotextile 300 gr/m2 with thickness of 3,00 mm. Above the geotextile filter layer that
contains 3 layers with fractions 460 mm (2 layers) and 18 mm (one layer). This filter material should be
covered with the above mentioned geotextile 300 gr/m2 with thickness of 3,00 mm.
The positive impacts of this project will have long-term environmental effect, to prevent possible instability of
sand waves and extended lifetime of safe exploitation of hydro tailing dump.

Item Type: Article
Subjects: Engineering and Technology > Environmental engineering
Engineering and Technology > Other engineering and technologies
Divisions: Faculty of Natural and Technical Sciences
Depositing User: Aleksandar Krstev
Date Deposited: 17 Dec 2012 11:10
Last Modified: 17 Dec 2012 11:10
URI: https://eprints.ugd.edu.mk/id/eprint/3756

Actions (login required)

View Item View Item