Претрага
841 items
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Ефикасност дистрибуције и коришћења природног гаса у домаћинствима
Dejan Brkić (2010-03-30)Природни гас ће се у будућности све више користити као енергент за подмиривање грејних потреба становништва у српским градовима. Стога је потребно изнаћи најповољнији начин употребе природног гаса. Природни гас се може користити за подмирење грејних потреба становништва на два дијаметрално супростављена начина, и то директно, тако што би се гас директно уводио у зграде путем дистрибутивног система за снабдевање гасом и затим сагоревао у гасном котлу којим је сваки стан опремљен (гасни дистрибутивни систем), или индиректно, тако што ...prirоdni gаs, distribuciја gаsа,grејаnjе, cеvоvоdi, cеvоvоdnе mrеžе,fаktоr trеnjа pri prоtоku fluidа,urbаnizаm... − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m F F F F ...
... ⎢ ⎣ ⎡ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ − − − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 1-m IV 1-m III 1-m II 1-m I 1-m F F F F F x ∆Q F 0000 0 ∆Q F 000 00 ∆Q F 00 000 ∆Q F 0 0000 ∆Q F V IV III II I (143) ‐ 68 ‐ Дејан Бркић ...
... ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ − − − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 151211109V IV 12V III 109,V II 1211,V V 12IV IV 1413123IV II 12IV I 3IV V 109,III III 109876III II 6III V 1211,II IV 12II III 6II II 1211652II I 2II IV ...Dejan Brkić. "Ефикасност дистрибуције и коришћења природног гаса у домаћинствима" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2010-03-30)
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Ефикасност дистрибуције и коришћења природног гаса у домаћинствима
Dejan Brkić (2010-03-30)Природни гас ће се у будућности све више користити као енергент за подмиривање грејних потреба становништва у српским градовима. Стога је потребно изнаћи најповољнији начин употребе природног гаса. Природни гас се може користити за подмирење грејних потреба становништва на два дијаметрално супростављена начина, и то директно, тако што би се гас директно уводио у зграде путем дистрибутивног система за снабдевање гасом и затим сагоревао у гасном котлу којим је сваки стан опремљен (гасни дистрибутивни систем), или индиректно, тако што ...prirоdni gаs, distribuciја gаsа,grејаnjе, cеvоvоdi, cеvоvоdnе mrеžе,fаktоr trеnjа pri prоtоku fluidа,urbаnizаm... − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m V 1-m IV 1-m III 1-m II 1-m I 1-m F F F F ...
... ⎢ ⎣ ⎡ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ − − − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 1-m IV 1-m III 1-m II 1-m I 1-m F F F F F x ∆Q F 0000 0 ∆Q F 000 00 ∆Q F 00 000 ∆Q F 0 0000 ∆Q F V IV III II I (143) ‐ 68 ‐ Дејан Бркић ...
... ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ − − − − − 1m V 1m IV 1m III 1m II 1m I m V m IV m III m II m I V 151211109V IV 12V III 109,V II 1211,V V 12IV IV 1413123IV II 12IV I 3IV V 109,III III 109876III II 6III V 1211,II IV 12II III 6II II 1211652II I 2II IV ...Dejan Brkić. "Ефикасност дистрибуције и коришћења природног гаса у домаћинствима" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2010-03-30)
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Kinetics, mechanism, and equilibrium studies of the reactions between a ruthenium(II) complex and some nitrogen- and sulfur-donor nucleophiles
Aleksandar M. Mijatović, Ratomir M. Jelić, Jovana Bogojeski, Živadin D. Bugarčić, Biljana Petrović (2013)Kinetika i mehanizam reakcija supstitucije između [Ru(trpi)(bpi)Cl]+ sa nukleofilima gvanozin-5′-monofosfatom, L-histidinom, tioureom i dimetilsulfoksidom proučavani su spektrofotometrijski u 0,1 M NaClO4 na 310 K. Red reaktivnosti za odabrane ligande je: tiourea > gvanozin-5′-monofosfat > L-histidin > DMSO. Ovaj red je povezan sa elektronskim, strukturnim i hemijskim karakteristikama kompleksa i nukleofila. Reakcija supstitucije sa tioureom je proučavana na tri različite temperature (288, 298 i 310 K). Negativna entropija aktivacije DS = potvrđuje asocijativni način aktivacije. Formiranje kompleksa [Ru(trpi)(bpi)H2O]2+ sa ligandima ...... Novakova O, Vrana O, Brabec V (1995) Inorg Chim Acta 231:57 14. Vilaplana R, Romero M, Quiros M, Salas J, Gonzalez-Vilches F (1995) Met-Based Drugs 2:211 15. Chatterjee D, Mitra A, De GS (2006) Platinum Met Rev 50:2 16. Alessio E, Mestroni G, Nardin G, Attia WM, Calligaris M, Sava G, Zorzet S (1988) ...
... Spessotto P, Cocchietto M, Sava G (2006) J Pharmacol Exp Ther 317:284 25. Clarke MJ (2003) Coord Chem Rev 236:209 26. Chen H, Parkinbson JA, Morris RE, Sadler PJ (2003) J Am Chem Soc 125:173 27. Sava G, Bergamo A, Zorzet S, Gava B, Casrsa C, Cocchietto M, Furlani A, Scarcia V, Serli B, Iengo E, Alessio ...
... Chem Rev 251:1633 10. Jakupec MA, Galanski M, Arion VB, Hartinger CG, Kepplere BK (2008) Dalton Trans 183 11. Durig JR, Danneman J, Behnke WD, Mercer EE (1976) Chem Biol Interact 13:287 12. Novakova O, Kasparkova J, Vrana O, Vanvliet PM, Reedijk J, Brabec V (1995) Biochemistry 34:12369 13. Vanvliet ...Aleksandar M. Mijatović, Ratomir M. Jelić, Jovana Bogojeski, Živadin D. Bugarčić, Biljana Petrović. "Kinetics, mechanism, and equilibrium studies of the reactions between a ruthenium(II) complex and some nitrogen- and sulfur-donor nucleophiles" in Monatshefte für Chemie - Chemical Monthly, Springer Science and Business Media LLC (2013). https://doi.org/10.1007/s00706-013-1044-1
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BEYOND 2020 - Geology explorations and open pit activities affectation in reclamation designing in Kolubara Coal Mines (KCM) Serbia, new considerations
Geology explorations in KCM runs from 1936. year up to these days and still ongoing. Results in >7,200 drill holes with ≈600,000 m of core drilling and gave lignite ore resources of > 4,1Bt, which 1,15Bt are excavated since 1986. of XIX up to early years of XXI century. For further mining operations in open pits stay 1,5Bt of lignite. Under waste heaps are ≈80 km2, additional 85 km2 should be filled. All of that masses/areas were, are ...Bojan Dimitrijević, Bogoljub Vučković, Radmila Gaćina. "BEYOND 2020 - Geology explorations and open pit activities affectation in reclamation designing in Kolubara Coal Mines (KCM) Serbia, new considerations" in 17th International Conference of the open and underwater mining of minerals, Sts. Constantine and Helena Resort, Varna, 18-22 September, Bulgaria, Sofia, Bulgaria : Scientific and Technical Union of Mining, Geology and Metallurgy, (2023)
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Application of ERT in the study of debris-flow source area: Case study Selanac debris flow
Dragana Đurić, Jelka Krušić, Biljana Abolmasov. "Application of ERT in the study of debris-flow source area: Case study Selanac debris flow" in 11th Congress of the Balkan Geophysical Society, Volume 2021, Online-Romania, 10 -14. Oct 2021,, European Association of Geoscientists & Engineers (2021). https://doi.org/10.3997/2214-4609.202149BGS15
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Upper Miocene depositional environments of the Kikinda-Mokrin High (Serbia)
Saša Ivanišević, Dejan Radivojević (2018)Exploration for oil and gas in mature areas, such as the Pannonian Basin, can benefit from reexamination of old data using more advanced modern workflows that focus on the temporal and spatial aspects of sediment deposition. Specifically, we apply a new environment of deposition model that interprets the Upper Miocene- Pliocene sediments as being deposited in a rapidly filling basin characterized by quick shelf edge progradation from the northwest toward the southeast. Reconstruction of this shelf edge trajectory reveals ...Saša Ivanišević, Dejan Radivojević. "Upper Miocene depositional environments of the Kikinda-Mokrin High (Serbia)" in Interpretation, AAPG SEG (2018). https://doi.org/10.1190/INT-2017-0084.1
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Optimizacija vodosnabdevanja podzemnim vodama u Srbiji
Dušan Polomčić, Zoran Stevanović, Petar Dokmanović, Vesna Ristić-Vakanjac, Bojan Hajdin, Saša Milanović, Dragoljub Bajić (2012)... 1). 1. Izdašnosti izvorišta podzemnih voda u Srbiji prema tipu vodonosne sredine (m 3 /s) . Yield of groundwater sources in Serbia according to the type of aquifer (m 3 /s) a a A a a O (V a) a Ka a a P a a U Ba a Ba a 1,45 3,57 0,43 - - 5,45 S Ma , / ...
... DURIC D., PETROVIC T, MILOVANOVIC M., 2010: Regionaini pristup izradi karte ugrozenosti podzemnih voda srbije — nova metoda “izdan”, Zbornik radova 15 Kongresa geologa Srbije, pp.585-590, Beograd POLOMCIC D., STEVANOVIC Z., DOKMANOVIC P., PAPIC P., RISTIC VAKANJAC V., HAJDIN B., MILANOVIC S., BAJIC D ...
... Vodoprivredne osnove Srbije, ukupno se zahvata oko 23 m*/s podzemnih voda (Tabela 1). Tabela 1. Izdasnosti izvorista podzemnih voda u Srbiji prema tipu vodonosne sredine (m*/s) Table 1. Yield of groundwater sources in Serbia according to the type of aquifer (m/s) Osnovni Hidrogeoloska Aluviialni vodonosni ...Dušan Polomčić, Zoran Stevanović, Petar Dokmanović, Vesna Ristić-Vakanjac, Bojan Hajdin, Saša Milanović, Dragoljub Bajić. "Optimizacija vodosnabdevanja podzemnim vodama u Srbiji" in Zbornik radova XIV srpskog simpozijuma o hidrogeologiji sa međunarodnim učešćem, Zlatibor, 17-20. maj 2012. godine , Beograd : Rudarsko-geološki fakultet (2012)
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Linear-motor plunger pump increases lifting efficiency
Bojan Martinović, Dušan Đekić, Dušan Danilović, Pavel Isaev. "Linear-motor plunger pump increases lifting efficiency" in Oil & Gas Journal (2022)
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Geološko-geofizički model dela Timočkog magmatskog kompleksa
Snežana M. Ignjatović (2014-06-30)Timočki magmatski kompleks (TMK) u geotektonskom smislu pripada KarpatoBalkanidimaistočne Srbije, koji su deo Tekijsko-Dakijske jedinice. TMK je nastaotokom kontinuirane vulkanske aktivnosti, koja je trajala oko deset miliona godina iodvijala se generalno u tri faze (Zimmerman et al., 2008, Kolb et al., 2013, Banješević,2006). Pomeranje vulkanskog fronta je išlo od istoka ka zapadu (von Quadt et al., 2002,2003, 2007). Ovaj kompleks pripada tetijskom evroazijskom metalogenetskom pojasu usvetu poznat po ležištima bakra i zlata (Janković, 1990).U doktorskoj disertaciji su prikazani rezultati ...Timočki magmatski kompleks, aeromagnetska istraživanja, gravimetrijskaistraživanja, 2D geološko-geofizički model, Valja Strž, magmatsko telo... Beograd, st. 89. Banješević, M. Cocić, S., Radović, M., 2001. Petrology and K/Ar ages of volcanic rocks for widen Bor zone as the part of the Timok Magmatic Complex (East Serbia). ABCD GEODE Workshop, Vata Bai, Romania, Abstract, pp. 39. Banješević, M., Cvetković, V., Koţelj, D., Peytcheva, I., ...
... kompleksa 129 Banjesević, M., Cvetković, V., von Quadt, A., Peytcheva, I., Cocić, S., 2006. Geodynamic reconstructions based of the magmatism in the Timok magmatic complex (east Serbia) an art of the Carpathian-Balkan belt. In: Sudar, M., Ercegovac, M. and Grubić, A. (eds). XVII Congress ...
... Banješević, M., 2002. Geology of the area between eastern hillslope of the Crni Vrh Mt. and the Kriveljska reka area – part of the Timok Magmatic Complex. 34 th International October Conference, Journal of Mining and Metallurgy - Special issue, Bor, 30-35. Banješević, M., Cvetković, V., Koţelj ...Snežana M. Ignjatović. "Geološko-geofizički model dela Timočkog magmatskog kompleksa" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2014-06-30)
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Concepts for Improving Machine Learning Based Landslide Assessment
Miloš Marjanović, Mileva Samardžić Petrović, Biljana Abolmasov, Uroš Đurić. "Concepts for Improving Machine Learning Based Landslide Assessment" in Natural Hazards GIS-based Spatial Modeling Using Data Mining Techniques, Advances in Natural and Technological Hazards Research, volume 48, Springer Nature Switzerland AG 2019 (2019). https://doi.org/10.1007/978-3-319-73383-8_2
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Numerical modeling of Selanac debris flow propagation using SPH code
The Selanac debris flow is a very huge event triggered after extreme rainfall caused by Cyclone Tamara activity in the Republic of Serbia in May 2014. The Selanac case study was already modelling in different programs using Voellmy rheology assumptions like RAMMS software. In this paper research are focusing particularly on the process of debris flowing from initiation zone to main deposition area using Geoflow SPH two-phase model considering frictional rheology law. Main rheological parameters are back-calculated using also ...... . Pastor, M., Fernández Merodo, J.A., Herreros, I., Mira, P., González, E., Haddad, B., Quecedo, M., Tonni, L., Drempetic, V. (2008) ‘’Mathematical, constitutive and numerical modelling of catastrophic landslides and related phenomena’’. Rock Mech Rock Eng 41:85–132. Pastor, M., Blanc, T., ...
... Landslide Propagation: Mathematical, Rheological and Numerical Aspects’’. Arch Computat Methods Eng 22, 67–104. Pastor, M., Haddad, B., Sorbino, G., Cuomo, S., and Drempetic, V. (2009). ‘’A depth integrated, coupled SPH model for flow-like landslides and related phenomena’’. International Journal ...
... profiles. According to geophysical ERT investigation, the highest depths of the deposits are about 20 m. Calculated final volume is about 495 000 m 3 while initial volume was computed to be 447 400 m 3 . The results of erosion depth at different time steps are given in Fig.4. SCG-XIII ...Jelka Krušić, Biljana Abolmasov, Miloš Marjanović, Manuel Pastor, Saeid M. Tayyebi . "Numerical modeling of Selanac debris flow propagation using SPH code" in SCG-XIII International Symposium on Landslides. Cartagena, Colombia- February 22-26, 2021, International Society for Soil Mechanics And Geotechnical Engineering (2021)
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Hidrodinamička analiza procesa starenja bunara sa horzontalnim drenovima na beogradskom izvorištu podzemnih voda
Đorđije M. Božović (2023)Predmet istraživanja doktorske disertacije su bunari sa horizontalnim drenovima beogradskog izvorišta podzemnih voda, drugog najvećeg izvorišta ovog tipa na svetu, čiji je režim rada opterećen procesima intenzivnog starenja prisutnog od samog početka formiranja izvorišta, početkom 1950‒ih godina. Istraživanja sprovedena u okviru izrade disertacije su imala za cilj definisanje nove metodologije izučavanja procesa mehaničkog i biohemijskog kolmiranja drenova izradom detaljnih 3D numeričkih hidrodinamičkih modela, upotrebom postojećih, dostupnih i široko rasprostranjenih računarskih programa. Istraživanja su realizovana simulacijom ostvarenog režima podzemnih voda ...modeliranje podzemnih voda, hidrauličke karakteristike drenova, koeficijent propusnosti drenova, prifilterska zona drena, hidraulički otpori na drenovima, kolmiranje drenova, ulazne brzine podzemnih voda, MODFLOW, CLN Package... Press, Boca Raton. DOI: 10.1201/9781420006001 42 Dimkić, M., Krstić, M., Filipović, N., Stojanović, B., Ranković, V., Otašević, L., Ivanović, M., Nedeljković, M., Tričković, M., Pušić, M., Boreli–Zdravković, Đ., Đurić, D., Kojić, M., 2007. Comparison of different configurations of Ranney wells ...
... 2012.129 49 Dimkić, M., Ranković, V., Filipović, N., Stojanović, B., Isailovic, V., Pušić, M., Kojić, M., 2013. Modeling of radial well lateral screens using 1D finite elements. Journal of Hydroinformatics, 15 (2): 405–415. DOI: 10.2166/hydro.2012.008 50 Dimkić, M., Pušić, M., 2014. Correlation ...
... Dimkić, M., Pušić, M., Vidović, D., Petković, A., Boreli–Zdravković, Dj., 2011c. Several natural indicators of radial well ageing at the Belgrade Groundwater Source, part 1. Water Science & Technology. 63 (11), 2560-2566. DOI: 10.2166/wst.2011.590 48 Dimkić, M., Pušić, M., Obradović, V., Kovačević ...Đorđije M. Božović. Hidrodinamička analiza procesa starenja bunara sa horzontalnim drenovima na beogradskom izvorištu podzemnih voda, Beograd : [Đ. Božović], 2023
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Model predviđanja potresa od miniranja na površinskim kopovima primenom simulacione metode Monte Karlo i fazi logike
Milanka N. Negovanović (2015-06-30)Modeliranje predviđanja potresa tla od miniranja primenom fazi logike i metode MonteKarlo zasnovano je na podacima dobijenim terenskim merenjima potresa uzrokovanihminiranjem. Promenljive modela definisane su analizom parametara bušenja i miniranjaminskih serija, kao i velosigrama izmerenih potresa od miniranja. Iskorišćene suprednosti fazi logike u implementaciji mnogo većeg broja ulaznih i izlaznih veličina zamodeliranje u odnosu na postojeće empirijske modele. Na osnovu identičnih podataka,dobijen je regresioni model predviđanja potresa, da bi se izvršilo testiranje novogmodela. U cilju povećanja pouzdanosti modela predviđanja, ...model, predviđanje potresa, miniranje, površinski kop, Monte Karlo, fazilogika, regresiona analiza, FFT analiza, spektri odziva, pomeraj pukotina... 2log1.33- V log max R (5-5) odnosno u drugom obliku: y = 146.96x -1.33 R 2 = 0.75 0.1 1 10 100 1.00 10.00 100.00 Redukovano rastojanje R (m/kg^0.5) M a k s im a ln a b rz in a o s c il o v a n ja V m a x ( m m /s ) ...
... frekvencije. 0 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Broj mernih događaja M a k s im a ln a b rz in a o s c il o v a n ja V m a x ( m m /s ) Merene vrednosti Predviđene vrednosti Slika 5-43. Razlika merenih vrednosti maksimalne brzine oscilovanja ...
... od 50%. 0 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Broj mernih događaja M a k s im a ln a b rz in a o s c il o v a n ja V m a x (m m /s ) Merene vrednosti Predviđene vrednosti Slika 5-48. Razlika merenih i predviđenih vrednosti maksimalne ...Milanka N. Negovanović. "Model predviđanja potresa od miniranja na površinskim kopovima primenom simulacione metode Monte Karlo i fazi logike" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2015-06-30)
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Model predviđanja potresa od miniranja na površinskim kopovima primenom simulacione metode Monte Karlo i fazi logike
Milanka N. Negovanović (2015-06-30)Modeliranje predviđanja potresa tla od miniranja primenom fazi logike i metode MonteKarlo zasnovano je na podacima dobijenim terenskim merenjima potresa uzrokovanihminiranjem. Promenljive modela definisane su analizom parametara bušenja i miniranjaminskih serija, kao i velosigrama izmerenih potresa od miniranja. Iskorišćene suprednosti fazi logike u implementaciji mnogo većeg broja ulaznih i izlaznih veličina zamodeliranje u odnosu na postojeće empirijske modele. Na osnovu identičnih podataka,dobijen je regresioni model predviđanja potresa, da bi se izvršilo testiranje novogmodela. U cilju povećanja pouzdanosti modela predviđanja, ...model, predviđanje potresa, miniranje, površinski kop, Monte Karlo, fazilogika, regresiona analiza, FFT analiza, spektri odziva, pomeraj pukotina... 2log1.33- V log max R (5-5) odnosno u drugom obliku: y = 146.96x -1.33 R 2 = 0.75 0.1 1 10 100 1.00 10.00 100.00 Redukovano rastojanje R (m/kg^0.5) M a k s im a ln a b rz in a o s c il o v a n ja V m a x ( m m /s ) ...
... frekvencije. 0 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Broj mernih događaja M a k s im a ln a b rz in a o s c il o v a n ja V m a x ( m m /s ) Merene vrednosti Predviđene vrednosti Slika 5-43. Razlika merenih vrednosti maksimalne brzine oscilovanja ...
... od 50%. 0 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Broj mernih događaja M a k s im a ln a b rz in a o s c il o v a n ja V m a x (m m /s ) Merene vrednosti Predviđene vrednosti Slika 5-48. Razlika merenih i predviđenih vrednosti maksimalne ...Milanka N. Negovanović. "Model predviđanja potresa od miniranja na površinskim kopovima primenom simulacione metode Monte Karlo i fazi logike" in Универзитет у Београду, Универзитет у Београду, Рударско-геолошки факултет (2015-06-30)
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Phase relations and physical indicators of municipal waste from old landfills in Serbia
Due to certain similarities of municipal waste and soil, usually for the determination of basic parameters of physical state, laboratory and field tests which are common in geotechnical investigations are used. It is often to construct an apparatus for special purpose to perform some specific laboratory and field tests. Therefore, different values of indicators of municipal waste physical state can be found in the literature. The basic reasons should be found in different definitions and methods that researchers use ...municipal waste, moisture content, unit weight, specific gravity, grain size distribution, porosityGeneral Computer Science... Unit Relations Unit weight Y kN/m) Y=W/V=(I+w) ·Ya Void ratio e mš/m* e= V /V, = | ___I-n Unit weight W a of solid A kN/m* E i ——— particles Vs 1-n 'Volume water v m*/m* v= V Zw.J0 content -% V Yw Volume gas a m*/m* a _&_ n_w content -% a Saturation g m*/m* S =&=X degree ii -% ii Vp ...
... the unit weight of water is known (y„ = 9.81 kN/m* ) as well as unit weight of solid particles (ys). The most common parameters are: dry unit weight (ya) expressed by weight-volume ratio - W„/V; porosity (n) expressed by volume ratio - V,/V and moisture content (w) expressed by weight ratio ...
... ratio - W„/W.. All three parameters are defined by weight — W (or mass – m) and volume — V (Table 1). This concept is convenient because on its basis, other important physical parameters that arc used in geotechnical practice can be derived. Table 1. Definition of the most important physical ...Dragoslav R Rakić, Irena G Basarić Ikodinović, Jovana M Janković, Tina D Đurić. "Phase relations and physical indicators of municipal waste from old landfills in Serbia" in Japanese Geotechnical Society Special Publication, The Japanese Geotechnical Society (2021). https://doi.org/10.3208/jgssp.v09.cpeg016
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The Importance of Detailed Groundwater Monitoring for Underground Structure in Karst (Case Study: HPP Pirot, Southeastern Serbia)
... water levels in the reservoir and observation wells PP-1 and PP-3, by operating phase of the tunnel. PHASE A B C A ∆S(m)/Reservoir 1.48 0.92 1.01 4.78 ∆S (m)/PP-1 0.76 3.18 0.51 2.85 ∆S (m)/PP-3 3.18 43.03 42.14 2.85 However, despite the fact that the greatest changes were detected at observation well ...
... and a much higher groundwater level (65 m at PP-1) relative to the water level of the reservoir, with a difference of 3.18 m when the tunnel was completely empty. The rate of inflow into Section II was up to 9 L/s and the groundwater level was generally about 11 m higher than the water level of the reservoir ...
... also detected in water samples from tunnel sections 1 + 815 m and 1 + 970 m, which correspond to the location of observation well PP-1. This indicated that there was interaction in the entire section of the tunnel from 1 + 815 to 4 + 230 m and was corroborated by the qualitative and quantitative parameters ...Marina Čokorilo Ilić, Ana Mladenović, Marina Ćuk, Igor Jemcov. "The Importance of Detailed Groundwater Monitoring for Underground Structure in Karst (Case Study: HPP Pirot, Southeastern Serbia)" in Water, MDPI AG (2019). https://doi.org/10.3390/w11030603
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Održivo korišćenje mađarsko-srpskih međugraničnih vodnih tela
Dušan Polomčić, Zoran Stevanović, Saša Milanović, Stanko Sorajić, Bojan Hajdin, Željko Kljajić (2010)... -1 2- 09 13 -0 1- 10 13 -0 2- 10 Vreme D u b in a d o N P V ( m ) 0 2 4 6 8 10 12 14 16 18 20 T em p. p od z. v od a (0 C ) Bajmok - NPV (m) Subotica - NPV (m) Mali I još - NPV (m) Senta - NPV (m) Bajmok - T (0C) Subotica - T (0C) Mali I još - T (0C) Senta - T (0C) ...
... obuhva en izu avani teren su 135 km x 145 km. Diskretizacija strujnog polja u planu je izvedena sa osnovnom veli inom elija 1000 m x 1000 m, koje su smanjivane do 125 m x 125 m koliko je zadavano u zonama izvorišta podzemnih voda. Model ima ukupno 1.370.600 elija od kojih je 1.145.600 aktivnih. Na slici ...
... obuhvacen izuéavani teren su 135 km x 145 km. Diskretizacija strujnog polja u planu je izvedena sa osnovnom velicinom ¢éelija 1000 m x 1000 m, koje su smanjivane do 125 m x 125 m koliko je zadavano u zonama izvorista podzemnih voda. Model ima _ ukupno 1.370.600 éelija od kojih je 1.145.600 aktivnih. Na slici ...Dušan Polomčić, Zoran Stevanović, Saša Milanović, Stanko Sorajić, Bojan Hajdin, Željko Kljajić. "Održivo korišćenje mađarsko-srpskih međugraničnih vodnih tela" in Vodoprivreda 42 no. 04-Jun, Beograd : Jugoslovensko društvo za odvodnjavanje i navodnjavanje (2010): 223-235
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Mineralogical analysis of a clay body from Zlakusa, Serbia, used in the manufacture of traditional pottery
... Serbia. Clay Minerals, 54, 369–377. Milošević M., Djordjević B. & Logar M. (2019b) Differences between various types of Zlakusa pottery manufacture. P. 38 in: The Eighth Serbian Ceramic Society Conference 'Advanced Ceramics and Application' (V. Mitić, L. Mančić & N. Obradović, editors). Belgrade ...
... potential uses in the ceramic industry. Energy Procedia, 125, 650–655. Mojsilović S., Baklajić D., Đoković l. & Avramović V. (1971) Tumač za list Titovo Užice K. 30-49 (M. Dimitrijević, D. Dragić, S. Karamata, B. Sikošek & D. Veselinović, editors). Belgrade, Serbia, Zavod za Geološka i Geofizička ...
... International, 31, 757–763. Milošević M. & Logar M. (2017) Properties and characterization of a clay raw. material from Miličinica (Serbia) for use in the ceramic industry. Clay Minerals, 52, 329-340. Milošević M., Dabić P., Kovač S., Kaluđerović L. & Logar M. (2019a) Mineralogical study of raw ...Maja Milošević, Biljana Đorđević, Mihovil Logar. "Mineralogical analysis of a clay body from Zlakusa, Serbia, used in the manufacture of traditional pottery" in Clay Minerals (2020). https://doi.org/10.1180/clm.2020.20
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Interaction of sodium dodecylsulfate (SDS) with homoionic montmorillonites: adsorption isotherms and metal-ion release
The interaction of dodecylsulfate anions (DS−) with homoionic Ca-, Mg-, Ni-, Cu-, Cd-, Pb- and Fe-montmorillonites were investigated. Mg- and Cd-montmorillonite do not adsorb DS−, and an anion exchange at the edges of the clay mineral does not take place. Three different adsorption processes are identified on the other montmorillonites: i) Fe-montmorillonite is covered with amorphous iron hydroxide, and DS−-anions are bound at positively charged sites. ii) On Ca- and Pb-montmorillonite DS− is precipitated as Me(DS)2. iii) On Ni- ...M. Ilic, J. Gonzalez, A. Pohlmeier, H. D. Narres, M. J. Schwuger. "Interaction of sodium dodecylsulfate (SDS) with homoionic montmorillonites: adsorption isotherms and metal-ion release" in Colloid Polymer Science, Springer Science and Business Media LLC (1996). https://doi.org/10.1007/BF00656626
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Application of a Method for Intelligent Multi-Criteria Analysis of the Environmental Impact of Tailing Ponds in Northern Kosovo and Metohija
Gordana Milentijević, Blagoje Nedeljković, Milena Lekić, Zoran Nikić, Ivica Ristović, Jelena Đokić (2016)... matrix). Criteria C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 Unit m m m m T Yes/no Yes/no M % Yes/No Max/min Min Min Min Min Max Max Max Min Max Min Weights 0.214 0.208 0.180 0.118 0.084 0.080 0.042 0.037 0.021 0.016 Preference function Linear Linear Linear Linear V shape Level Level Linear Linear Level A1 0 500 500 ...
... ; Stojaković, M.; Vulić, M. Recultivation and Sustainable Development of Coal Mining in Kolubara Basin. Therm. Sci. 2010, 14, 759–772. [CrossRef] 2. Stevanović, B.; Knežević, L.; Čikarić, S.; Popov-Ilić, G.; Karaman, G.; Nedović, B.; Todić, D.; Vukasović, V.; Vujošević, M.; Stojanović, B ...
... No 50 m—wells 50 m—wells. 12 km—wells 12 km—wells Vicinity of the settlement—C2 About 500 m About 200 m About 100 m About 50 m About 50 m Vicinity of agricultural area—C3 About 500 m About 200 m About 50 m About 50 m About 50 m Vicinity of permanent water flow—C4 About 100 m, Ibar About 50 m. Ibar ...Gordana Milentijević, Blagoje Nedeljković, Milena Lekić, Zoran Nikić, Ivica Ristović, Jelena Đokić. "Application of a Method for Intelligent Multi-Criteria Analysis of the Environmental Impact of Tailing Ponds in Northern Kosovo and Metohija" in Energies, MDPI AG (2016). https://doi.org/10.3390/en9110935