72 research outputs found
Multicriteria model for application of underground gasification in coal deposites in Macedonia
With the increasing need for energy, both in quantitative and qualitative terms increasingly demands that
natural energy raw materials are used techno - economically and in environmentally optimal way. This should
be especially popular in our country does not have sufficient and structurally favorable supplies of energy raw
materials. In this paper the aim is to introduce and implement new unconventional method of coal exploitation
in order to minimize the emission of harmful gases. Specifically it comes to underground gasification of coal
which is still a new and developing technology
Defining the sliding plane in micro plan on rocky massif using geoelectrical method
The paper presents data from geoelectrical measurements of micro locations where there is a sliding rock
mass. These studies have been conducted on location mountain Plackovica in the Eastern Macedonian zone.
The observations were performed with an interval of two years.
Method geoelectrical sounding was conducted. Measurements are performed multiple times on the same
profile, in order to define the sliding plane, depending on the weather. From the data obtained from
geoelectrical sounding it can be concluded that the specific electrical resistance of the rock masses decreases
at a time of increased amount of rainfall. During dry periods of the year occur relatively high values of the
specific resistance, especially in the surface layer. This phenomenon is normal to expect.
The analysis of the specific electrical resistance in the investigated profile clearly indicates that the plane of the
sliding rock masses characterized by reduced specific resistance in relation to the surrounding rock mass,
especially in extremely wet weather. In these conditions comes to the intense activation of the process of
sliding rock masses. The results obtained are consistent with the basic theoretical assumptions, i.e. the zone
with increased amounts of water has a lower value of the intensity of the specific electrical resistance,
although it is the same type of geological environment. The results of these studies indicate that geoelectrical
methods can provide useful information when investigating the sliding plane in rock mass
New innovative tourism product for reanimating rural areas
During the COVID-19 pandemic, the tourism industry was severely affected, and the travel patterns dramatically changed. Yet, the love for travel and leisure remained with a focus on the environment and rural areas. The paper presents new insights into the possibility of developing innovative tourism product based on the Earthβs natural electromagnetic waves with an extremely low frequency of 7.83[Hz]. It discusses the option for using the Schumann resonance for tourism purposes. The main objective of the research is to demonstrate the way some rural areas have the potential to apply the therapeutic benefit of the Earthβs magnetic field to tourists and visitors. Data measurements are collected in the village Lesnovo (North Macedonia) during 2019. It was found a presence of positive and harmonious energy vibrations, thus pointing to the possibility of creating a completely new dimension for rural areas. This may attract more visitors and boost the rural economy if raising the awareness that villages may offer much more than just an ordinary rural ambient. The paper adds to the scarce literature on Schumannβs effects on tourists along with its practical contribution for proposing new frontiers and innovative solutions for tourism development based on positive vibrations of the rural areas
A prototype system for monitoring the deformation and stability of different type of critical constructions
In this paper, we present a system prototype for monitoring the deformation and stability of different types of critical constructions. This system can be applied in order to achieve a higher level of risk management and safer working conditions. The system can have a wide application, for example it can be used as a real-time system for detecting deformations of mining construction or other types of critical construction areas. The main component of this system contains a Laser distance measurement module and single-board computers (SBCs) Raspberry Pi. This system can be integrated as a module in an already pre-existing monitoring system or as a stand-alone system. Here the basic functionality of the system platform and what can be done to improve monitoring process will be presented
Synchronization of overburden dumping in Bucim open pit mine in function of minimal costs
Overburden exploatation in open pit βBucimβ is performed from 3 (three) ore bodies, with least 2 (two)
excavating zone. Overburden dumping is in 3 dump: two external and one internal. The need for
synchronization of work is imminent, given that it is the same transport machinery - 12 trucks.
In this paper it was made an attempt for mathematical modeling of synchronization of transporting and
overburden dumping in three dumps
Π Π°Π±ΠΎΡΠ½ΠΈ ΡΡΠ»ΠΎΠ²ΠΈ ΠΏΡΠΈ ΠΏΡΠΎΡΠ΅ΡΠΎΡ Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½Π° Π³Π°ΡΠΈΡΠΈΠΊΠ°ΡΠΈΡΠ° Π½Π° ΡΠ°Π³Π»Π΅Π½
ΠΡΡΡΠ°ΠΆΡΠ²Π°ΡΠ°ΡΠ° ΠΏΠΎΠΊΠ°ΠΆΠ°Π»Π΅ Π΄Π΅ΠΊΠ° ΡΡΠ»ΠΎΠ²ΠΈΡΠ΅ Π·Π° ΡΠ°Π±ΠΎΡΠ° ΠΏΡΠΈ ΠΏΡΠΎΡΠ΅ΡΠΎΡ Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½Π° Π³Π°ΡΠΈΡΠΈΠΊΠ°ΡΠΈΡΠ° Π½Π° ΡΠ°Π³Π»Π΅Π½ΠΈ ΠΊΠΎΠΈ ΠΈΠΌΠ°Π°Ρ Π½Π°ΡΠ³ΠΎΠ»Π΅ΠΌΠΎ Π²Π»ΠΈΡΠ°Π½ΠΈΠ΅ Π²ΡΠ· ΡΡΠ°ΠΏΠΊΠ°ΡΠ° Π½Π° ΡΠ°ΡΡΠΎΡ Π½Π° ΡΡΠΏΠ»ΠΈΠ½Π°ΡΠ° ΡΠ΅ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΠ°ΡΠ°, ΠΏΡΠΈΠ»ΠΈΠ²ΠΎΡ Π½Π° Π²ΠΎΠ΄Π°, ΠΏΡΠΈΡΠΈΡΠΎΠΊΠΎΡ ΠΈ ΡΠΎΡΡΠ°Π²ΠΎΡ Π³Π°Ρ Π²ΠΎ ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡΠ° Π³Π°ΡΠΈΡΠΈΠΊΠ°ΡΠΈΡΠ° Π½Π° ΡΠ°Π³Π»Π΅Π½. ΠΠ²Π΄Π΅ ΡΠ΅ ΠΏΡΠ΅Π·Π΅Π½ΡΠΈΡΠ°Π½ΠΈ, Π΅ΡΠ΅ΠΊΡΠΈΡΠ΅ ΠΎΠ΄ ΡΡΠ»ΠΎΠ²ΠΈΡΠ΅ Π·Π°
ΡΠ°Π±ΠΎΡΠ° ΠΈ ΡΠ°Π³Π»Π΅Π½ΠΎΠ²ΠΈΡΠ΅ ΡΠ²ΠΎΡΡΡΠ²Π°, ΠΏΠΎΡΠΎΡΠ½ΠΎ, ΡΠ°Π³Π»Π΅Π½ΠΎΠ²Π°ΡΠ° ΡΠ΅Π°ΠΊΡΠΈΠ²Π½ΠΎΡΡ, ΡΠ°Π±ΠΎΡΠ½ΠΈΠΎΡ ΠΏΡΠΈΡΠΈΡΠΎΠΊ, Π·Π°Π³ΡΠ±Π°ΡΠ° Π½Π° ΡΠΎΠΏΠ»ΠΈΠ½Π°, ΠΊΠ°ΠΊΠΎ ΠΈ Π²ΠΈΠ΄ΠΎΡ Π½Π° ΠΎΠΊΡΠΈΠ΄Π°Π½ΡΠΎΡ ΠΊΠΎΡΡΡΠΎ ΡΠ΅ ΠΊΠΎΡΠΈΡΡΠΈ
ΠΡΠΈΠΌΠ΅Π½Π° Π½Π° Π³Π΅ΠΎΡΠΈΠ·ΠΈΡΠΊΠΈΡΠ΅ ΠΌΠ΅ΡΠΎΠ΄ΠΈ Π²ΠΎ ΡΡΠ΄Π°ΡΡΡΠ²ΠΎΡΠΎ
Π‘ΠΎ ΠΏΠΎΠΌΠΎΡ Π½Π° Π³Π΅ΠΎΡΠΈΠ·ΠΈΡΠΊΠΈΡΠ΅ ΠΈΡΡΡΠ°ΠΆΡΠ²Π°ΡΠ° ΡΠ΅ ΠΏΠΎΡΡΠΈΠ³Π½ΡΠ²Π° Π±ΡΠ·ΠΎ, Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΎ, Π΅ΠΊΠΎΠ½ΠΎΠΌΠΈΡΠ½ΠΎ ΠΈ Π½Π΅Π΄Π΅ΡΡΡΡΠΊΡΠΈΠ²Π½ΠΎ ΡΠ΅ΡΠ°Π²Π°ΡΠ΅ Π½Π° ΠΎΠ΄ΡΠ΅Π΄Π΅Π½ΠΈ ΠΏΡΠΎΠ±Π»Π΅ΠΌΠΈ ΠΎΠ΄ ΠΎΠ±Π»Π°ΡΡΠ° Π½Π° Π³Π΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ°ΡΠ°, ΡΡΠ΄Π°ΡΡΡΠ²ΠΎΡΠΎ, Π³ΡΠ°Π΄Π΅ΠΆΠ½ΠΈΡΡΠ²ΠΎΡΠΎ, Π²ΠΎΠ΄ΠΎΡΡΠΎΠΏΠ°Π½ΡΡΠ²ΠΎΡΠΎ, Π°ΡΡ
Π΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ°ΡΠ°, Π΅ΠΊΠΎΠ»ΠΎΠ³ΠΈΡΠ°ΡΠ° ΠΈ Π΄Ρ.
ΠΠ΅ΠΎΡΠΈΠ·ΠΈΡΠΊΠΈΡΠ΅ ΡΠ΅Ρ
Π½ΠΈΠΊΠΈ ΡΡΠ°Π΄ΠΈΡΠΈΠΎΠ½Π°Π»Π½ΠΎ ΡΠ΅ ΠΏΠΎΠ²ΡΠ·ΡΠ²Π°Π°Ρ ΡΠΎ ΠΈΡΡΡΠ°ΠΆΡΠ²Π°ΡΠ΅ Π½Π° ΠΌΠ΅ΡΠ°Π»ΠΈΡΠ½ΠΈ Π½Π°ΠΎΡΠ°Π»ΠΈΡΡΠ°, Π½ΠΎ ΡΠΈΠ΅ ΠΈΡΡΠΎ ΡΠ°ΠΊΠ°, Π½ΡΠ΄Π°Ρ ΠΏΠΎΡΠ΅Π½ΡΠΈΡΠ°Π» Π·Π° Π΅Π²Π°Π»ΡΠ°ΡΠΈΡΠ° Π½Π° Π³Π΅ΠΎΡΠ΅Ρ
Π½ΠΈΡΠΊΠΈΡΠ΅ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈ ΠΏΠΎΠ²ΡΠ·Π°Π½ΠΈ ΡΠΎ Π½Π°ΠΎΡΠ°Π»ΠΈΡΡΠ°ΡΠ° Π½Π° ΠΌΠΈΠ½Π΅ΡΠ°Π»ΠΈ ΠΏΡΠΈ ΠΏΡΠΎΠ΅ΠΊΡΠΈΡΠ°ΡΠ΅ΡΠΎ Π½Π° ΡΡΠ΄Π½ΠΈΠΊΠΎΡ.
ΠΠ°ΠΊΠ²ΠΈΡΠ΅ Π³Π΅ΠΎΡΠ΅Ρ
Π½ΠΈΡΠΊΠΈ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈ ΠΎΡΠ΅Π½ΡΠ²Π°Π°Ρ Π½Π΅ ΡΠ°ΠΌΠΎ ΠΊΠ²Π°Π»ΠΈΡΠ΅ΡΠΎΡ ΠΈ Π΄ΠΈΠΌΠ΅Π½Π·ΠΈΠΈΡΠ΅ Π½Π° Π½Π°ΠΎΡΠ°Π»ΠΈΡΡΠ΅ΡΠΎ, ΡΡΠΊΡ ΠΈ Π΄Π° Π³ΠΎ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΠ·ΠΈΡΠ°Π°Ρ ΠΊΠ²Π°Π»ΠΈΡΠ΅ΡΠΎΡ Π½Π° ΠΊΠ°ΡΠΏΠ΅ΡΡΠ°ΡΠ° ΠΌΠ°ΡΠ°, Π³Π΅ΠΎΠ»ΠΎΡΠΊΠ°ΡΠ° ΡΡΡΡΠΊΡΡΡΠ° ΠΈ ΡΠ΅ΠΆΠΈΠΌΠΎΡ Π½Π° ΠΏΠΎΠ΄Π·Π΅ΠΌΠ½ΠΈΡΠ΅ Π²ΠΎΠ΄ΠΈ.
Π£Π»ΠΎΠ³Π°ΡΠ° Π½Π° Π³Π΅ΠΎΡΠΈΠ·ΠΈΠΊΠ°ΡΠ° Π²ΠΎ ΠΈΡΡΡΠ°ΠΆΡΠ²Π°ΡΠ΅ΡΠΎ Π½Π° ΠΌΠΈΠ½Π΅ΡΠ°Π»ΠΈΡΠ΅ Π±ΡΠ·ΠΎ ΡΠ΅ ΠΏΡΠΎΡΠΈΡΠΈ Π²ΠΎ ΠΏΠΎΡΠ»Π΅Π΄Π½ΠΈΡΠ΅ Π΄Π΅ΡΠ΅Π½ΠΈΠΈ, Π½ΠΎ Π½Π΅ΡΠ·ΠΈΠ½Π°ΡΠ° Π²Π°ΠΆΠ½ΠΎΡΡ Π²ΠΎ ΡΡΠ΄Π°ΡΡΡΠ²ΠΎΡΠΎ ΡΠ΅ΡΡΡΠ΅ Π½Π΅ Π΅ Π΄ΠΎΠ²ΠΎΠ»Π½ΠΎ ΠΏΡΠΈΠΌΠ΅Π½Π΅ΡΠ°. ΠΠ°ΡΠΈΠ΅ΡΠΈΡΠ΅
Π·Π° ΠΏΠΎΠ³ΠΎΠ»Π΅ΠΌΠΎ ΠΏΡΠΈΡΠ°ΡΠ°ΡΠ΅ Π½Π° Π³Π΅ΠΎΡΠΈΠ·ΠΈΠΊΠ°ΡΠ° Π²ΠΎ ΡΡΠ΄Π°ΡΡΡΠ²ΠΎΡΠΎ ΡΠ΅ ΠΏΠΎΠ²Π΅ΡΠ΅ βΠΊΡΠ»ΡΡΡΠ½ΠΈβ ΠΎΡΠΊΠΎΠ»ΠΊΡ ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΈ, Π±ΠΈΠ΄Π΅ΡΡΠΈ ΡΡΠ΄Π°ΡΡΠΊΠΈΡΠ΅ ΠΊΠΎΠΌΠΏΠ°Π½ΠΈΠΈ ΠΈΡΡΠΎΡΠΈΡΠΊΠΈ (ΠΈΠ°ΠΊΠΎ Π½Π΅ΡΠ²Π΅ΡΠ½ΠΎ) Π΅ΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎ Π³ΠΈ
ΠΎΡΡΡΡΠ°Π½ΡΠ²Π°Π»Π΅ Π³Π΅ΠΎΡΠΈΠ·ΠΈΡΠ°ΡΠΈΡΠ΅ ΠΎΠ΄ ΠΏΠ΅ΡΡΠΎΠ½Π°Π»ΠΎΡ Π·Π° ΡΠ°Π·Π²ΠΎΡ ΠΈ ΠΏΡΠΎΠΈΠ·Π²ΠΎΠ΄ΡΡΠ²ΠΎ Π½Π° ΡΡΠ΄Π½ΠΈΡΠΈΡΠ΅
ΠΠ±Π΅ΠΌ Π½Π° ΠΈΡΡΡΠ°ΠΆΠ½ΠΈΡΠ΅ Π³Π΅ΠΎΠΌΠ΅Ρ Π°Π½ΠΈΡΠΊΠΈ ΡΠ°Π±ΠΎΡΠΈ ΠΈ Π½ΠΎΡΠΈΠ²ΠΎΡΡΠ° Π½Π° ΠΏΠΎΡΠ²ΠΈΡΠ΅ ΡΠΏΠΎΡΠ΅Π΄ ΠΠ²ΡΠΎΠΊΠΎΠ΄ 7 (ec7)
ΠΠΎ ΠΎΠ²ΠΎΡ ΡΡΡΠ΄ ΠΏΡΠ΅Π·Π΅Π½ΡΠΈΡΠ°Π½Π° Π΅ ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ»ΠΎΠ³ΠΈΡΠ° Π·Π° ΠΎΠ±Π΅ΠΌΠΎΡ Π½Π° ΠΈΡΡΡΠ°ΠΆΠ½ΠΈΡΠ΅ Π³Π΅ΠΎΠΌΠ΅Ρ
Π°Π½ΠΈΡΠΊΠΈ ΡΠ°Π±ΠΎΡΠΈ ΠΈ Π½ΠΎΡΠΈΠ²ΠΎΡΡΠ° Π½Π°
ΠΏΠΎΡΠ²ΠΈΡΠ΅ ΡΠΏΠΎΡΠ΅Π΄ ΠΠ²ΡΠΎΠΊΠΎΠ΄ 7. ΠΡΠΈΡΠΎΠ° Π΄Π΅ΠΌΠΎΠ½ΡΡΡΠΈΡΠ°Π½ Π΅ Π½Π°ΡΠΈΠ½ΠΎΡ Π½Π° Π΄Π΅ΡΠΈΠ½ΠΈΡΠ°ΡΠ΅ Π½Π° Π³Π΅ΠΎΠΌΠ΅Ρ
Π°Π½ΠΈΡΠΊΠΈΡΠ΅
ΠΈΡΡΡΠ°ΠΆΠ½ΠΈ ΡΠ°Π±ΠΎΡΠΈ, ΠΊΠ°ΠΊΠΎ ΡΡΠΎ ΡΠ΅: Π±ΡΠΎΡΠΎΡ, ΡΠ°ΡΠΏΠΎΡΠ΅Π΄ΠΎΡ ΠΈ Π΄Π»Π°Π±ΠΎΡΠΈΠ½Π°ΡΠ° Π½Π° ΠΈΡΡΡΠ°ΠΆΠ½ΠΈΡΠ΅ ΡΠ°Π±ΠΎΡΠΈ Π·Π° ΡΠ°Π·Π»ΠΈΡΠ½ΠΈ
ΡΠΈΠΏΠΎΠ²ΠΈ Π½Π° Π³ΡΠ°Π΄Π΅ΠΆΠ½ΠΈ ΠΎΠ±ΡΠ΅ΠΊΡΠΈ ΠΈ ΠΏΡΠΈΠΊΠ°ΠΆΠ°Π½ Π΅ Π½Π°ΡΠΈΠ½ΠΎΡ Π½Π° ΠΏΡΠ΅ΡΠΌΠ΅ΡΡΠ²Π°ΡΠ΅ Π½Π° Π½ΠΎΡΠΈΠ²ΠΎΡΡΠ° Π½Π° ΠΏΠΎΡΠ²ΠΈΡΠ΅ Π²ΠΎ
Π΄ΡΠ΅Π½ΠΈΡΠ°Π½ΠΈ ΠΈ Π½Π΅Π΄ΡΠ΅Π½ΠΈΡΠ°Π½ΠΈ ΡΡΠ»ΠΎΠ²ΠΈ
Π€ΡΠ°Π³ΠΌΠ΅Π½ΡΠ°ΡΠΈΡΠ° Π½Π° ΠΊΠ°ΡΠΏΠΈ β ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠ°ΡΠ΅ Π½Π° ΠΏΡΠΎΡΠ΅Π½ΠΊΠ° ΠΏΡΠ΅Π΄ ΠΈ ΠΏΠΎ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅
ΠΠ²ΠΎΡ ΡΡΡΠ΄ ΠΈΠΌΠ° Π·Π° ΡΠ΅Π» Π΄Π° Π½Π°ΠΏΡΠ°Π²ΠΈ ΠΏΡΠΈΡΡΠ°ΠΏ ΠΊΠΎΠ½ Π΄Π΅ΡΠΈΠ½ΠΈΡΠ°ΡΠ΅ Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ»ΠΎΠ³ΠΈΡΠ° Π·Π° ΠΏΡΠΎΡΠ΅Π½ΠΊΠ° Π½Π° ΡΡΠ°Π³ΠΌΠ΅Π½ΡΠ°ΡΠΈΡΠ° Π½Π° ΠΊΠ°ΡΠΏΠΈ ΠΏΡΠ΅Π΄ ΠΈ ΠΏΠΎ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅. ΠΡΠ΅Π΄ Π΄Π° ΡΠ΅ ΠΈΠ·Π²ΡΡΠΈ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅ΡΠΎ, ΠΌΠ΅ΡΠ΅ΡΠ΅ΡΠΎ Π½Π° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈΡΠ΅ Π±ΡΠ·ΠΈΠ½ΠΈ Π²ΠΎ ΠΏΡΠΎΡΡΠΎΡΠΎΡ ΠΊΠ°Π΄Π΅ ΡΠ΅ ΠΏΠ»Π°Π½ΠΈΡΠ° Π΄Π° ΡΠ΅ ΠΈΠ·Π²Π΅Π΄Π΅ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅ΡΠΎ, Π΄Π°Π²Π° ΠΏΠΎΠ΄Π°ΡΠΎΡΠΈ Π·Π° ΡΡΡΡΠΊΡΡΡΠ½ΠΎ β ΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈΡΠ΅ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Π½Π° ΠΎΠΏΡΠ°ΡΠ΅Π½ΠΈΡΠ΅ ΠΊΠ°ΡΠΏΠΈ, Π½ΠΈΠ²Π½Π°ΡΠ° ΠΊΠΎΠΌΠΏΠ°ΠΊΡΠ½ΠΎΡΡ ΠΈ ΡΠ». ΠΠΎ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅ΡΠΎ, Π²ΠΈΠ·ΡΠ΅Π»Π½ΠΈΠΎΡ ΠΌΠΎΠ½ΠΈΡΠΎΡΠΈΠ½Π³ ΠΏΡΠ΅ΠΊΡ ΠΈΠ·ΡΠ°Π±ΠΎΡΠΊΠ° Π½Π° ΠΌΠΎΠ΄Π΅Π»ΠΈ Π½Π° ΠΎΠ΄ΠΌΠΈΠ½ΠΈΡΠ°Π½ΠΈ ΠΌΠ°ΡΠΈ ΡΠΎ ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ Π½Π° ΡΠΎΡΡΠ²Π΅ΡΠΈ Π·Π° ΠΏΡΠΎΡΠ΅Π½ΠΊΠ° Π½Π° Π³ΡΠ°Π½ΡΠ»ΠΎΠΌΠ΅ΡΡΠΈΡΠΊΠΈΠΎΡ ΡΠΎΡΡΠ°Π² Π΄Π°Π²Π° ΠΊΠΎΠ½ΠΊΡΠ΅ΡΠ½Π° ΠΏΡΠΎΡΠ΅Π½ΠΊΠ° Π½Π° ΡΡΠ°Π³ΠΌΠ΅Π½ΡΠ°ΡΠΈΡΠ°ΡΠ° ΠΎΠ΄ ΠΌΠΈΠ½ΠΈΡΠ°ΡΠ΅ΡΠΎ. Π’ΠΎΠΊΠΌΡ ΠΎΠ²ΠΈΠ΅ Π΄Π²Π΅ ΠΌΠ΅ΡΠ΅ΡΠ° ΠΈ Π°Π½Π°Π»ΠΈΠ·Π° ΠΌΠΎΠΆΠ°Ρ Π΄Π° Π±ΠΈΠ΄Π°Ρ ΠΏΡΠ΅Π΄ΠΌΠ΅Ρ Π·Π° ΠΈΡΡΡΠ°ΠΆΡΠ²Π°ΡΠ° ΠΏΠΎΠ²ΡΠ·Π°Π½ΠΈ ΡΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠ°ΡΠ΅ Π½Π° ΡΡΠ°Π³ΠΌΠ΅Π½ΡΠ°ΡΠΈΠΈ, ΠΎΠ΄Π½ΠΎΡΠ½ΠΎ ΠΌΠΎΠΆΠ½ΠΎΡΡ Π·Π° Π΄ΠΎΠ±ΠΈΠ²Π°ΡΠ΅ Π½Π° ΠΎΠΏΡΠΈΠΌΠ°Π»Π½Π° Π³ΡΠ°Π½ΡΠ»Π°ΡΠΈΡΠ° Π½Π° ΠΎΠ΄ΠΌΠΈΠ½ΠΈΡΠ°Π½ΠΈ ΠΊΠ°ΡΠΏΠΈ
Geomechanical characteristics of the tailing dam "Topolnica"
The tailing dam "Topolnicaβ is a storage type because it has a dual purpose, that is used for
the disposal of tailings flotation in the space of a river bed and it accumulate fluid flow water
from the river Topolnica which serving open pit mine with drinking water. First projected
elevation was 610 m above sea level, it has long been exceeded and reached final height of 90
meters. In the last couple of years, when the elevation of the tailing dam arid approached to
the final projected elevation, the open pit mine approached to develop technical
documentation for the same elevation. It was made a additional project for elevation to the
upstream slope for 20 meters, elevation 630 m. In 2006 it was made second additional project
for elevation of the upstream slope for another 24 meters, elevation 654 m and a total height
of the crown of 136 meters. With the implementation of a additional project for tailing dam it is numbered as a highest dams in Europe
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