161 research outputs found
Geoelectrical model of Strumica valleyβ Bansko spa
Geoelectrics is a branch of geophysics which studies and monitors electrical and, along with geomagnetism, electromagnetic fields of the Earth. Possibility for application of geoelectrical explorations is based on the fact that minerals, that composed the rock complex, have different electrical, and partially magnetic characterΒistics. Electrical methods study natural and artificial electrical flows in the Earth and give data for distribution of the rocks with different electrical features. Geoelectrical mapping and sounding represent two basic methods of geoelectrical research of Earth interior structure. Using geoelectrical mapping, as a part of this method, is measured specific electrical resistance along the profile, with constant distance between the probes or constant depth of exploΒration. This paper will present process of geoelectrical measurements of Strumica valley or terrain around Bansko spa. Described is procedure of measurement, data processing, the obtained models and profiles of the terrain and the correlation between the models and the geological structure. Modern computer systems and programs (software) enΒable processing of large amounts of data in a relatively short time and models can also be with many parameters. The paper is based on data from field measurements
GEOMAGNETIC MODEL OF LAKAVICA DEPRESSION
This paper presents the results from the geomagnetic explorations conducted on the territory of the Lakavica depression (graben) which is located near Ε tip, in the eastern part of N. Macedonia. According the tectonic regionalization of Macedonia the Lakavica depression is located in the Vardar zone. It is relatively sinked block with orientation NW-SE, between the horst of SertaβGrdeΕ‘ki Mountains and the horst of BuΔim blockβSmrdeΕ‘. From the southwest, the Lakavica depression is limited with the horst of SertaβSmrdeΕ‘ki Mountains along the contrast normal (gravitational) fault. The horst of BuΔim blockβSmrdeΕ‘, which is characterized with very complex morphological structure, limits the Lakavica depression on the northeast. The geophysicalβgeomagnetic investigations were performed by three proton magnetometers. One was located on the base station and countinuously measured the daily variation, and with other two was measured total vector of the magnetic field. The magnetogram obtained from the magnetometer placed on the base station was used during the process of data processing for elimination of daily variation. The obtained results from the performed geophysical investigations confirmed that Lakavica is a depression sikned between two rised block
ΠΠ½Π°Π»ΠΈΠ·Π° Π½Π° ΠΏΠΎΠ΄Π°ΡΠΎΡΠΈ ΠΈ ΠΈΠ½ΡΠ΅ΡΠΏΡΠ΅ΡΠ°ΡΠΈΡΠ° Π½Π° ΡΠ΅ΠΈΠ·ΠΌΠΎΠ³ΡΠ°ΠΌ
Π Π°Π·Π»ΠΈΡΠ½ΠΈΡΠ΅ ΠΏΠΎΡΡΠ΅ΡΠΈ ΠΊΠΎΠΈ Π΄ΠΎΠ°ΡΠ°Π°Ρ ΠΎΠ΄ Π²Π½Π°ΡΡΠ΅ΡΠ½ΠΎΡΡΠ° Π½Π° ΠΠ΅ΠΌΡΠ°ΡΠ°, ΠΎΠ΄Π½ΠΎΡΠ½ΠΎ Π·Π΅ΠΌΡΠΎΡΡΠ΅ΡΠ½ΠΈΡΠ΅ Π ΠΈ Π
Π±ΡΠ°Π½ΠΎΠ²ΠΈ, ΡΠ΅ ΡΠ΅Π³ΠΈΡΡΡΠΈΡΠ°Π°Ρ Π½Π° ΡΠΎΠΎΠ΄Π²Π΅ΡΠ½ΠΈ ΡΡΠ΅Π΄ΠΈ Π½Π°ΡΠ΅ΡΠ΅Π½ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΎΠΌΠ΅ΡΡΠΈ. ΠΠ°ΠΏΠΈΡΠΈΡΠ΅, ΠΎΠ΄Π½ΠΎΡΠ½ΠΎ ΡΠ΅Π³ΠΈΡΡΡΠ°ΡΠΈΠΈΡΠ΅ ΠΊΠΎΠΈ Π³ΠΈ Π΄Π°Π²Π°Π°Ρ ΡΠ΅ΠΈΠ·ΠΌΠΎΠΌΠ΅ΡΡΠΈΡΠ΅ ΡΠ΅ Π½Π°ΡΠ΅ΡΠ΅Π½ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΎΠ³ΡΠ°ΠΌΠΈ.ΠΠ΅ΡΠΎΠ΄ΠΈΡΠ΅ Π·Π° Π°Π½Π°Π»ΠΈΠ·Π° Π½Π° Π°Π½Π°Π»ΠΎΠ³Π½ΠΈ ΠΈ Π΄ΠΈΠ³ΠΈΡΠ°Π»Π½ΠΈ ΡΠ΅Π³ΠΈΡΡΡΠΈΡΠ°Π½ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ Π·Π΅ΠΌΡΠΎΡΡΠ΅ΡΠ½ΠΈ Π±ΡΠ°Π½ΠΎΠ²ΠΈ - ΡΠ΅ΠΈΠ·ΠΌΠΎΠ³ΡΠ°ΠΌΠΈΠΈ Π½ΡΠΌΠ΅ΡΠΈΡΠΊΠ°ΡΠ° ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠ° Π½Π° ΡΠ΅Π·ΡΠ»ΡΠ°ΡΠΈΡΠ΅ ΠΎΠ΄ ΡΠΈΠ΅ Π°Π½Π°Π»ΠΈΠ·ΠΈ Π²ΠΎ ΡΠΎΠ²ΡΠ΅ΠΌΠ΅Π½Π°ΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΎΠ»ΠΎΡΠΊΠ° ΠΏΡΠ°ΠΊΡΠ° Π³ΠΈ ΠΎΠΏΡΠ°ΡΠ°ΡΠ»Π΅Π΄Π½ΠΈΡΠ΅ Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈ:β’ΠΠ΄Π΅Π½ΡΠΈΡΠΈΠΊΠ°ΡΠΈΡΠ° Π½Π° ΡΠ°Π·Π»ΠΈΡΠ½ΠΈ Π²ΠΈΠ΄ΠΎΠ²ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ Π±ΡΠ°Π½ΠΎΠ²ΠΈ Π½Π° ΡΠ΅ΠΈΠ·ΠΌΠΎΠ³ΡΠ°ΠΌΠΎΡ,β’Π£ΡΠ²ΡΠ΄ΡΠ²Π°ΡΠ΅ Π½Π° ΡΠΎΡΠ½ΠΎΡΠΎ Π²ΡΠ΅ΠΌΠ΅ Π½Π° ΡΠ΅Π³ΠΈΡΡΡΠΈΡΠ°ΡΠ΅ Π½Π° ΠΎΠ΄ΡΠ΅Π΄Π΅Π½ Π²ΠΈΠ΄ Π½Π° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈΠΎΡ Π±ΡΠ°Π½,β’ΠΡΠΌΠ΅ΡΠΈΡΠΊΠ° ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠ° Π½Π° ΡΠ΅Π³ΠΈΡΡΡΠΈΡΠ°Π½ΠΈΡΠ΅ Π±ΡΠ°Π½ΠΎΠ²ΠΈ Π½Π° ΠΏΠΎΠ³ΠΎΠ»Π΅ΠΌ Π±ΡΠΎΡ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ ΡΡΠ°Π½ΠΈΡΠΈ, ΡΠΎ ΡΠ΅Π» Π΄Π° ΡΠ΅ ΡΡΠ²ΡΠ΄ΠΈ ΠΏΡΠΎΡΡΠΎΡΠ½ΠΈΠΎΡ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΠ°Ρ Π½Π° Ρ
ΠΈΠΏΠΎΡΠ΅Π½ΡΠ°ΡΠ°Ρ Π½Π° Π·Π΅ΠΌΡΠΎΡΡΠ΅ΡΠΎΡ ΠΈ ΠΌΠΎΠΌΠ΅Π½ΡΠΎΡ Π½Π° Π½Π΅Π³ΠΎΠ²ΠΎ Π½Π°ΡΡΠ°Π½ΡΠ²Π°ΡΠ΅,β’ΠΠ΅ΡΠΈΠ½ΠΈΡΠ°ΡΠ΅ Π½Π° ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΠΎΡ Π·Π° Π·Π°ΡΡΠΈΡΠ° ΠΎΠ΄ Π·Π΅ΠΌΡΠΎΡΡΠ΅sΠΈ ΠΈ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠΊΠΈ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈ Π½Π° Π·Π°ΡΡΠΈΡΠ°, β’ΠΠ½Π΅ΡΠ³Π΅ΡΡΠΊΠΈ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ (ΠΌΠ°Π³Π½ΠΈΡΡΠ΄Π°) Π½Π° Π·Π΅ΠΌΡΠΎΡΡΠ΅ΡΠΎΡ ΠΈ Π°Π½Π°Π»ΠΈΠ·Π° ΠΏΡΠΈ Π΄ΠΈΡΡΡΠΈΠ±ΡΡΠΈΡΠ° Π½Π° ΠΌΠ°ΠΊΡΠΎΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΡΠΎ ΠΏΠΎΠ»Π΅, ΠΎΠ΄Π½ΠΎΡΠ½ΠΎ ΡΠΎΡΠΌΠΈΡΠ°ΡΠ΅ ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π» Π·Π° ΡΠ°ΡΠΏΡΠ΅Π΄Π΅Π»Π±Π° Π½Π° ΠΏΠΎΠ²ΡΡΠΈΠ½ΡΠΊΠΈΠΎΡ Π΅ΡΠ΅ΠΊΡ Π½Π° Π·Π΅ΠΌΡΠΎΡΡΠ΅ΡΠΎΡ, β’Π£ΡΠ²ΡΠ΄ΡΠ²Π°ΡΠ΅ Π½Π° Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈΡΠ΅ Π½Π° ΡΡΡΡΠΊΡΡΡΠ½Π°ΡΠ° Π³ΡΠ°Π΄Π±Π° Π½Π° ΠΠ΅ΠΌΡΠΈΠ½Π°ΡΠ° ΠΊΠΎΡΠ° Π½Π° ΠΎΡΠ½ΠΎΠ²Π° Π½Π° ΠΈΠ½ΡΠ΅ΡΠΏΡΠ΅ΡΠ°ΡΠΈΡΠ° Π½Π° ΠΏΠΎΠ²ΡΡΠΈΠ½ΡΠΊΠΈΡΠ΅ ΠΈ Π²ΠΎΠ»ΡΠΌΠ΅Π½ΡΠΊΠΈΡΠ΅ Π±ΡΠ°Π½ΠΎΠ²ΠΈ ΡΠΎΡΠΌΠΈ,β’ΠΡΠ΅ΡΠΌΠ΅ΡΠΊΠ° Π½Π° Π΅ΠΌΠΏΠΈΡΠΈΡΠΊΠΈΡΠ΅ Π²ΡΠ΅Π΄Π½ΠΎΡΡΠΈ Π½Π° Π°ΠΌΠΏΠ»ΠΈΡΠΈΠΊΠ°ΡΠΈΠΎΠ½ΠΈΡΠ΅ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Π½Π° ΡΠ»ΠΎΡΠΎ Π²ΠΎ Π»ΠΎΠΊΠ°Π»Π½ΠΈ ΡΠ°Π·ΠΌΠ΅ΡΠΈ ΠΈ ΡΡΠ²ΡΠ΄ΡΠ²Π°ΡΠ΅ Π½Π° ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠΊΠΈΡΠ΅ Π·Π°ΠΊΠΎΠ½ΠΈ Π·Π° ΡΠΈΠ΅ ΠΏΠΎΡΠ°Π²ΠΈ
ΠΠΎΠΆΠ½ΠΎΡΡΠΈ Π·Π° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ Π½Π° ΠΊΠ°ΡΠ±ΠΎΠ½Π°ΡΠ½ΠΈΡΠ΅ ΡΠΊΡΠΈΠ»ΡΠΈ ΠΎΠ΄ Π»ΠΎΠΊΠ°Π»ΠΈΡΠ΅ΡΠΎΡ βΠΠΎΠ»Π΅ΠΌ ΡΠΈΠ΄β ΠΊΠ°ΠΊΠΎ Π°ΡΡ ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈ Π΄Π΅ΠΊΠΎΡΠ°ΡΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½
ΠΠ°ΡΠ±ΠΎΠ½Π°ΡΠ½ΠΈΡΠ΅ ΡΠΊΡΠΈΠ»ΡΠΈ ΠΎΠ΄ ΠΈΡΡΠΎΡΠ½Π° ΠΠ°ΠΊΠ΅Π΄ΠΎΠ½ΠΈΡΠ° ΡΠ΅ ΠΈΡΠΏΠΈΡΡΠ²Π°Π½ΠΈ ΡΠΎ ΡΠ΅Π» Π΄Π° ΡΠ΅ ΡΡΠ²ΡΠ΄ΠΈ ΠΌΠΎΠΆΠ½ΠΎΡΡΠ° Π·Π° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ ΠΊΠ°ΠΊΠΎ Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΎ-Π΄Π΅ΠΊΠΎΡΠ°ΡΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½. Π’Π΅ΡΠ΅Π½ΡΠΊΠΈΡΠ΅ ΠΈΡΡΡΠ°Π³ΠΈ ΠΊΠ°ΠΊΠΎ ΠΈ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΠΊΠΈΡΠ΅ ΠΈΡΠΏΠΈΡΡΠ²Π°ΡΠ° Π±Π΅Π° ΠΈΠ·Π²ΡΡΠ΅Π½ΠΈ Π½Π° ΠΏΡΠΈΠΌΠ΅ΡΠΎΡΠΈ ΠΎΠ΄ ΠΊΠ°ΡΠ±ΠΎΠ½Π°ΡΠ½ΠΈ ΡΠΊΡΠΈΠ»ΡΠΈ.
ΠΡΠΈΠΌΠ΅ΡΠΎΡΠΈΡΠ΅ ΡΠ΅ Π·Π΅ΠΌΠ΅Π½ΠΈ ΠΎΠ΄ ΠΈΠ·ΡΠ°Π±ΠΎΡΠ΅Π½ΠΈΡΠ΅ ΠΈΡΡΡΠ°ΠΆΠ½ΠΈ ΡΠ°ΡΠΊΠΎΠΏΠΈ. Π Π΅Π·ΡΠ»ΡΠ°ΡΠΈΡΠ΅ ΠΎΠ΄ ΡΠΈΠ·ΠΈΡΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠΊΠΈ ΠΈΡΠΏΠΈΡΡΠ²Π°ΡΠ° ΠΏΠΎΠΊΠ°ΠΆΠ°Π° Π΄Π΅ΠΊΠ° ΡΠ°ΠΌΠ°ΡΠ° ΠΊΠ°ΡΠΏΠ΅ΡΡΠ° ΠΌΠ°ΡΠ° Π³ΠΈ ΠΈΡΠΏΠΎΠ»Π½ΡΠ²Π° ΡΠΈΡΠ΅ Π±Π°ΡΠ°ΡΠ° Π·Π°
ΡΠΏΠΎΡΡΠ΅Π±Π° ΠΊΠ°ΠΊΠΎ Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΎ Π΄Π΅ΠΊΠΎΡΠ°ΡΠΈΠ²Π΅Π½ ΠΊΠ°ΠΌΠ΅Π½ ΡΠΏΠΎΡΠ΅Π΄ Π΄ΡΠΆΠ°Π²Π½ΠΈΡΠ΅ ΡΡΠ°Π½Π΄Π°ΡΠ΄ΠΈ Π½Π° ΠΠ°ΠΊΠ΅Π΄ΠΎΠ½ΠΈΡΠ°, Π½ΠΎ ΠΈ ΠΊΠ°ΠΊΠΎ Π³ΡΠ°Π΄Π΅ΠΆΠ½ΠΎ-ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΈ ΠΊΠ°ΠΌΠ΅Π½. ΠΡΡΠΎ ΡΠ°ΠΊΠ°, ΠΊΠ²Π°Π»ΠΈΡΠ΅ΡΠΎΡ Π½Π° ΠΊΠ°ΠΌΠ΅Π½ΠΎΡ Π΅ ΠΏΠΎΠ²ΠΈΡΠΎΠΊ Π²ΠΎ ΠΏΠΎΠ΄Π»Π°Π±ΠΎΠΊΠΈΡΠ΅ Π΄Π΅Π»ΠΎΠ²ΠΈ Π½Π° ΡΠ΅ΡΠ΅Π½ΠΎΡ, ΠΊΠ°Π΄Π΅ ΡΡΠΎ Π½Π°Π΄Π²ΠΎΡΠ΅ΡΠ½ΠΈΡΠ΅ Π²Π»ΠΈΡΠ°Π½ΠΈΡΠ° ΠΈΠΌΠ°Π°Ρ ΠΌΠ½ΠΎΠ³Ρ ΠΌΠ°Π» Π΅ΡΠ΅ΠΊΡ. ΠΠ²ΠΎΡ ΠΊΠ°ΠΌΠ΅Π½ ΠΈΠΌΠ°
Π²ΠΈΡΠΎΠΊΠΈ Π΄Π΅ΠΊΠΎΡΠ°ΡΠΈΠ²Π½ΠΈ ΡΠ²ΠΎΡΡΡΠ²Π°, Π½ΠΎ ΠΈ ΡΠΈΡΠ½ΠΎ Π·ΡΠ½Π΅ΡΡΠ° ΡΡΡΡΠΊΡΡΡΠ° ΠΊΠΎΡΠ° ΠΏΡΠ΅ΡΡΡΠ°Π²ΡΠ²Π° ΠΏΠΎΠ·ΠΈΡΠΈΠ²Π΅Π½ Π΅ΡΠ΅ΠΊΡ Π·Π° ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΈΡΠ΅ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ ΠΈ ΠΏΠΎΠ΄Π»ΠΎΠΆΠ½ΠΎΡΡΠ° Π½Π° ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠ°
Mineralogical-petrographic and physical-mechanical characteristics of the travertine and onyx from BeΕ‘iΕ‘te village (western Macedonia)
The travertine and the onyx from the BeΕ‘iΕ‘te village in western Macedonia have beenexamined in order to determine the possibility to use them as architectural stone. The analyses and the laboratoryexamination were performed on samples of travertine and onyx. The samples were taken fromthe surface parts. The results for their physical mechanical features shown that the rock mass, accordingto the Macedonian standards, satisfies the requirements to be used as an architectural stone, The quality ofthe stone is higher in the deeper parts of the field where the external influences have a very small effect.This stone has highly decorative features but it also has fine grained structure which is a positive effectfor the technical characteristics and the subjection for processing and production
Pollution of water and sediments from Tabanovska river with heavy metals from the abandoned mine Lojane
The abandoned Lojane Mine Site and associated processing facilities are located north of city of Kumanovo on the territory of Lipkovo municipality. The old Lojane Mine Site is located between the villages Lojane, Vaksince in area called Rudnicka Kolonija (Mine colony). The total mine site area is about 10 km2. The exploration area includes the territory between the village Chivluk where the old smelter is located, i.e. the flotation tailings from the Lojane Mine, along the flow of Tabanovska river to the village of Gorno Konjare. In Lojane abandoned mine, huge amount of mining waste was left without any adjustment and remediation, leading to mass erosion and transport of waste over large distance in the watershed. Chemical analysis of this waste showed high contamination by toxic heavy metals, while t he leachate of waste leads to the river sediments and waters contamination
Seismic explorations on the Bela Voda locality near Berovo
This paper presents the results from the explorations conducted on the locality Bela Voda, villageDvoriΕ‘te near Berovo. The purpose of the site survey is to determine the potential of the water supplying with underground water according to the represented structural-tectonic and hydrogeological structure, locate and prognosticallydesign exploratory wells for water supply according to the indicated potential, conditions and opportunities for groundwater capture. For the needs of the geophysical measurements, field hydrogeological reconnaissance of the terrain hasbeen performed previously. Hydrogeological research and geophysical measurements have been conducted on the locations where hydrogeological characteristics of the terrain and the presence of the types of water bearing environmentswithin the research area have been defined and explained. The investigations are performed by means of reflectiveseismic scanning of the structural-tectonic assemblage on the terrain by representative investigative profiles and analysis of the known geological data. 10 investigative profiles (RL) with the total length of 1.5 km were made, of which2 in the longitudinal direction of the Bela Voda river and 8 in the transverse or normal profiles of the river itself. Thefield scanning along the investigative profiles was performed with a seismic wave excitation step and a 5 m distanceof geophones and an offset of 10 m. The obtained results from the performed geophysical investigations have confirmedthat there is a small zone of Upper Jurassic granite in which a fissure type of aquifer with fissure porosity is formed.For the construction of well exploration (exploitation boreholes) there is a limited potential area, and four potentiallocations are proposed
Seismic explorations for defining the damage to the earth dam Pishica in the Republic of North Macedonia
The reservoir was built in the middle of the 20th century with a total capacity of 750,000 m3. The height of the dam from the river terrace is 22 m, the length of the crown is 319 m, and the width of the crown is 6 m. Due to the low resistance of the earth dam and the increase of water level due to heavy rains, the lake has leaked on several occasions, causing floods and environmental disaster in the surrounding settlements.
Due to heavy rains and overflow through the dam crown, damage to the downstream slope of the dam has occurred and the overall stability of the
dam has been compromised. By controlled discharge of the reservoir it is brought to a stable state and the dam breakage is prevented. At the beginning of 2013, the outflow valves of the dam were opened as a result of heavy rains, with reservoir water flowing to more places and residents of the village and livestock evacuated. At the crown of the dam where there was the largest outflow of water, a gap of about 20 m wide and 3.5-4 m thick appeared. Geophysical - seismic surveys have been conducted to determine dam damage
ΠΠ²Π°Π»ΠΈΡΠ°ΡΠΈΠ²Π½ΠΈ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΊΠΈ Π½Π° ΠΌΠ΅ΡΠΌΠ΅ΡΠΈΡΠ΅ ΠΎΠ΄ Π»ΠΎΠΊΠ°Π»ΠΈΡΠ΅ΡΠΎΡ Π¦ΡΠΊΠΎΠ²Π½ΠΈ Π ΠΈΠ΄ (ΠΠ°ΡΠ΄Π°ΡΡΠΊΠ° Π·ΠΎΠ½Π° Π Π΅ΠΏΡΠ±Π»ΠΈΠΊΠ° ΠΠ°ΠΊΠ΅Π΄ΠΎΠ½ΠΈΡΠ°) ΠΊΠ°ΠΊΠΎ ΠΎΡΠ½ΠΎΠ²Π° Π·Π° Π½ΠΈΠ²Π½Π° ΡΠΏΠΎΡΡΠ΅Π±Π° ΠΊΠ°ΠΊΠΎ Π³ΡΠ°Π΄Π΅ΠΆΠ΅Π½ ΠΊΠ°ΠΌΠ΅Π½
ΠΠΎ ΡΡΡΠ΄ΠΎΡ ΡΠ΅ ΠΏΡΠΈΠΊΠ°ΠΆΠ°Π½ΠΈ ΠΊΠ²Π°Π»ΠΈΡΠ°ΡΠΈΠ²Π½ΠΈΡΠ΅ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Π½Π° ΠΌΠ΅ΡΠΌΠ΅ΡΠΈΡΠ΅ ΠΎΠ΄ Π»ΠΎΠΊΠ°Π»Π½ΠΎΡΡΠ° Π¦ΡΠΊΠΎΠ²Π½ΠΈ Π ΠΈΠ΄ Ρ. ΠΡΠ°ΡΠ°Ρ Π . ΠΠ°ΠΊΠ΅Π΄ΠΎΠ½ΠΈΡΠ°) ΠΊΠ°ΠΊΠΎ ΠΎΡΠ½ΠΎΠ²Π° Π·Π° ΠΏΡΠΈΠΌΠ΅Π½Π° ΠΊΠ°ΠΊΠΎ Π³ΡΠ°Π΄Π΅ΠΆΠ΅Π½ ΠΊΠ°ΠΌΠ΅Π½. ΠΠΎ ΡΠ°ΠΌΠΊΠΈΡΠ΅ Π½Π° ΠΎΠ²ΠΈΠ΅ ΠΈΡΠΏΠΈΡΡΠ²Π°ΡΠ° ΠΎΠ΄ΡΠ΅Π΄ΡΠ²Π°Π½ΠΈ ΡΠ΅ ΠΌΠΈΠ½Π΅ΡΠ°Π»ΠΎΡΠΊΠΎ β ΠΏΠ΅ΡΡΠΎΠ³ΡΠ°ΡΡΠΊΠΈΡΠ΅,
Ρ
Π΅ΠΌΠΈΡΠΊΠΈΡΠ΅ ΠΈ ΡΠΈΠ·ΠΈΡΠΊΠΎ β ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠΊΠΈΡΠ΅ ΠΊΠ°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Π½Π° ΡΠΏΠΎΠΌΠ΅Π½Π°ΡΠΈΡΠ΅ ΡΠΈΠΏΠΎΠ²ΠΈ Π½Π° ΠΊΠ°ΡΠΏΠΈ. ΠΠ΅Π» ΠΎΠ΄ ΠΈΡΠΏΠΈΡΡΠ²Π°ΡΠ°ΡΠ° ΡΠ΅ Π½Π°ΠΏΡΠ°Π²Π΅Π½ΠΈ Π½Π° ΠΏΡΠΈΠΌΠ΅ΡΠΎΡΠΈ Π·Π΅ΠΌΠ΅Π½ΠΈ ΠΎΠ΄ ΠΏΠΎΠ²ΡΡΠΈΠ½ΡΠΊΠΈΡΠ΅ Π΄Π΅Π»ΠΎΠ²ΠΈ.
Π Π΅Π·ΡΠ»ΡΠ°ΡΠΈΡΠ΅ Π΄ΠΎΠ±ΠΈΠ΅Π½ΠΈ Π²ΡΠ· ΠΎΡΠ½ΠΎΠ²Π° Π½Π° ΠΈΠ·Π²ΡΡΠ΅Π½ΠΈΡΠ΅ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΠΊΠΈ ΠΈΡΠΏΠΈΡΡΠ²Π°ΡΠ° Π½Π° ΠΌΠ΅ΡΠΌΠ΅ΡΠΈΡΠ΅ ΠΏΠΎΠΊΠ°ΠΆΡΠ²Π°Π°Ρ Π΄Π΅ΠΊΠ° ΠΎΠ²ΠΈΠ΅ ΠΊΠ°ΡΠΏΠΈ Π³ΠΈ Π·Π°Π΄ΠΎΠ²ΠΎΠ»ΡΠ²Π°Π°Ρ Π±Π°ΡΠ°ΡΠ°ΡΠ° Π·Π° Π½ΠΈΠ²Π½ΠΎ ΠΈΡΠΊΠΎΡΠΈΡΡΡΠ²Π°ΡΠ΅ ΠΊΠ°ΠΊΠΎ Π³ΡΠ°Π΄Π΅ΠΆΠ΅Π½ ΠΊΠ°ΠΌΠ΅Π½. ΠΠΎΠΏΠΎΠ»Π½ΠΈΡΠ΅Π»Π½ΠΎ, ΠΊΠ²Π°Π»ΠΈΡΠ΅ΡΠΎΡ Π½Π° ΠΊΠ°ΠΌΠ΅Π½ΠΎΡ Π΅ ΠΏΠΎΠ³ΠΎΠ»Π΅ΠΌ Π²ΠΎ
ΠΏΠΎΠ΄Π»Π°Π±ΠΎΠΊΠΈΡΠ΅ Π΄Π΅Π»ΠΎΠ²ΠΈ ΠΎΠ΄ ΡΠ΅ΡΠ΅Π½ΠΎΡ, ΠΊΠ°Π΄Π΅ Π½Π°Π΄Π²ΠΎΡΠ΅ΡΠ½ΠΈΡΠ΅ Π²Π»ΠΈΡΠ°Π½ΠΈΡΠ° ΠΈΠΌΠ°Π°Ρ ΠΌΠ°Π» Π΅ΡΠ΅ΠΊΡ
Hydrogeothermal model of the locality Proevce, Republic of North Macedonia
The paper presents the results from the research on the "Proevce" hydrothermal system, which is located near Kumanovo. The terrain on which thermo-mineral waters occur is the left bank of the river terrace of the Kumanovska River, above which the hill Golem Rid rises steeply, composed of old Paleozoic marbles and schists.
The explorations showed that there are three significant springs with thermo-mineral water in the research area: artesian borehole labeled S-1, natural spring with catchment K-2 and spa spring.
According to its chemical composition, the water is hydrocarbonate - sodium-potassium poorly magnesian.
According to the performed hydro-chemical and balneological tests and analyses, the water from this deposit meets all the requirements for using water for drinking and treatment
- β¦