TY  - JOUR
AU  - Milovanović, Bojan
AU  - Vojt, Predrag
AU  - Zindović, Budo
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3407
AB  - This paper presents a methodology for estimation of hydrodynamic loads acting on the bottom and at the walls of a stilling basin of a stepped chute with converging walls, based on the pressure measurements at the selected points of a scale model. This is the first study of hydrodynamic loads for this type of structure, and the first one of the loads on the stilling basin walls in general. For selected flow discharges, step heights and hydraulic jump submergence ratio, the hydrodynamic pressures were measured at a significant number of points, providing the spatio-temporal distribution of relevant hydrodynamic loads. The most influential effect proved to be a convergence angle of the chute walls. Based on these measurements, appropriate regression expressions were proposed for predicting hydrodynamic loads. These expressions show good agreement with measurements, offering a reliable tool for the structural design of stepped spillway stilling basins.
PB  - MDPI
T2  - Water
T1  - Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study
IS  - 1
SP  - 140
VL  - 16
DO  - 10.3390/w16010140
ER  - 

@article{
author = "Milovanović, Bojan and Vojt, Predrag and Zindović, Budo and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2023",
abstract = "This paper presents a methodology for estimation of hydrodynamic loads acting on the bottom and at the walls of a stilling basin of a stepped chute with converging walls, based on the pressure measurements at the selected points of a scale model. This is the first study of hydrodynamic loads for this type of structure, and the first one of the loads on the stilling basin walls in general. For selected flow discharges, step heights and hydraulic jump submergence ratio, the hydrodynamic pressures were measured at a significant number of points, providing the spatio-temporal distribution of relevant hydrodynamic loads. The most influential effect proved to be a convergence angle of the chute walls. Based on these measurements, appropriate regression expressions were proposed for predicting hydrodynamic loads. These expressions show good agreement with measurements, offering a reliable tool for the structural design of stepped spillway stilling basins.",
publisher = "MDPI",
journal = "Water",
title = "Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study",
number = "1",
pages = "140",
volume = "16",
doi = "10.3390/w16010140"
}

Milovanović, B., Vojt, P., Zindović, B., Kuzmanović, V.,& Savić, L.. (2023). Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study. in Water
MDPI., 16(1), 140.
https://doi.org/10.3390/w16010140

Milovanović B, Vojt P, Zindović B, Kuzmanović V, Savić L. Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study. in Water. 2023;16(1):140.
doi:10.3390/w16010140 .

Milovanović, Bojan, Vojt, Predrag, Zindović, Budo, Kuzmanović, Vladan, Savić, Ljubodrag, "Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study" in Water, 16, no. 1 (2023):140,
https://doi.org/10.3390/w16010140 . .

TY  - THES
AU  - Milovanović, Bojan D.
PY  - 2018
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=6438
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:19157/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=513803410
UR  - http://nardus.mpn.gov.rs/123456789/10563
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1682
AB  - У оквиру докторске дисертације су анализирани хидродинамички утицаји на зидове и дно умирујућег базена иза степенастог брзотока гравитационих бетонских брана. На физичком моделу је испитан утицај геометријских карактеристика степенастог брзотока (степен сужења и висина степеника) и параметара течења (протока и дубине доње воде) на хидродинамичка оптерећења у умирујућем базену. На основу анализе резултата моделских испитивања, изведене су емпиријске једначине, којима се, у зависности од поменутих параметара, описују хидродинамички притисци на зидове и дно умирујућег базена. Провера предложених емпиријских израза извршена је на резултатима хидрауличких моделских испитивања степенастог пелива на брани „Бузина“. Резултати испитивања на физичком моделу затим су коришћени за одређивање емпиријских израза за добијање меродавних хидродинамичких утицаја на зидове и дно умирујућег базена. На основу добијених резултата предложене су мере за осигурање умирујућег базена од појаве потпритисака, односно од штетних утицаја кавитационе ерозије услед хидродинамичких утицаја. Резултати овог истраживања се могу успешно применити при пројектовању умирујућих базена, пре свега у нижим фазама пројектовања.
AB  - Hydrodynamic loads on the walls and the bottom of the stilling basin downstream of the stepped chute of a concrete gravity dam have been analysed. A physical scale model was constructed to invetigate the influence of the stepped chute geometry (the constriction angle and the step height) and flow characteristics (discharge, expressed via the Froude number at the constriction, and the downstream flow depth) on the hydrodynamic loads in the stilling basin. Based on the scale model results, new empirical expressions for the assessment of hydraulic loads on the walls and the bottom of the stilling basin are proposed. In addition, the risk of flow induced vibrations and cavitation were estimated. The obtained expressions were tested and validated using the results obtained on the physical scale model of the Buzina dam stepped spillway. The obtained results can be used during the early design stages for the assessment of hydrodynamic loads in stilling basins.
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - Хидродинамички утицаји на евакуационе објекте хидротехничких грађевина
UR  - https://hdl.handle.net/21.15107/rcub_nardus_10563
ER  - 

@phdthesis{
author = "Milovanović, Bojan D.",
year = "2018",
abstract = "У оквиру докторске дисертације су анализирани хидродинамички утицаји на зидове и дно умирујућег базена иза степенастог брзотока гравитационих бетонских брана. На физичком моделу је испитан утицај геометријских карактеристика степенастог брзотока (степен сужења и висина степеника) и параметара течења (протока и дубине доње воде) на хидродинамичка оптерећења у умирујућем базену. На основу анализе резултата моделских испитивања, изведене су емпиријске једначине, којима се, у зависности од поменутих параметара, описују хидродинамички притисци на зидове и дно умирујућег базена. Провера предложених емпиријских израза извршена је на резултатима хидрауличких моделских испитивања степенастог пелива на брани „Бузина“. Резултати испитивања на физичком моделу затим су коришћени за одређивање емпиријских израза за добијање меродавних хидродинамичких утицаја на зидове и дно умирујућег базена. На основу добијених резултата предложене су мере за осигурање умирујућег базена од појаве потпритисака, односно од штетних утицаја кавитационе ерозије услед хидродинамичких утицаја. Резултати овог истраживања се могу успешно применити при пројектовању умирујућих базена, пре свега у нижим фазама пројектовања., Hydrodynamic loads on the walls and the bottom of the stilling basin downstream of the stepped chute of a concrete gravity dam have been analysed. A physical scale model was constructed to invetigate the influence of the stepped chute geometry (the constriction angle and the step height) and flow characteristics (discharge, expressed via the Froude number at the constriction, and the downstream flow depth) on the hydrodynamic loads in the stilling basin. Based on the scale model results, new empirical expressions for the assessment of hydraulic loads on the walls and the bottom of the stilling basin are proposed. In addition, the risk of flow induced vibrations and cavitation were estimated. The obtained expressions were tested and validated using the results obtained on the physical scale model of the Buzina dam stepped spillway. The obtained results can be used during the early design stages for the assessment of hydrodynamic loads in stilling basins.",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "Хидродинамички утицаји на евакуационе објекте хидротехничких грађевина",
url = "https://hdl.handle.net/21.15107/rcub_nardus_10563"
}

Milovanović, B. D.. (2018). Хидродинамички утицаји на евакуационе објекте хидротехничких грађевина. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_10563

Milovanović BD. Хидродинамички утицаји на евакуационе објекте хидротехничких грађевина. in Универзитет у Београду. 2018;.
https://hdl.handle.net/21.15107/rcub_nardus_10563 .

Milovanović, Bojan D., "Хидродинамички утицаји на евакуационе објекте хидротехничких грађевина" in Универзитет у Београду (2018),
https://hdl.handle.net/21.15107/rcub_nardus_10563 .

TY  - CONF
AU  - Muganda, Anna Ingaitsa
AU  - Milovanović, Bojan
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1571
AB  - This paper analyzes Zangar's method for calculation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam. Different numerical models are compared with the procedure proposed by Zangar, and the regression formula that eliminates the observed discrepancies is proposed.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Calculation of vertical seismic hydrodinamic loads
T1  - Proračun vertikalnih seizmičkih hidrodinamičkih uticaja
EP  - 600
SP  - 593
VL  - 33
DO  - 10.14415/konferencijaGFS2017.063
ER  - 

@conference{
author = "Muganda, Anna Ingaitsa and Milovanović, Bojan and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2017",
abstract = "This paper analyzes Zangar's method for calculation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam. Different numerical models are compared with the procedure proposed by Zangar, and the regression formula that eliminates the observed discrepancies is proposed.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Calculation of vertical seismic hydrodinamic loads, Proračun vertikalnih seizmičkih hidrodinamičkih uticaja",
pages = "600-593",
volume = "33",
doi = "10.14415/konferencijaGFS2017.063"
}

Muganda, A. I., Milovanović, B., Kuzmanović, V.,& Savić, L.. (2017). Calculation of vertical seismic hydrodinamic loads. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 33, 593-600.
https://doi.org/10.14415/konferencijaGFS2017.063

Muganda AI, Milovanović B, Kuzmanović V, Savić L. Calculation of vertical seismic hydrodinamic loads. in Zbornik radova Građevinskog fakulteta. 2017;33:593-600.
doi:10.14415/konferencijaGFS2017.063 .

Muganda, Anna Ingaitsa, Milovanović, Bojan, Kuzmanović, Vladan, Savić, Ljubodrag, "Calculation of vertical seismic hydrodinamic loads" in Zbornik radova Građevinskog fakulteta, 33 (2017):593-600,
https://doi.org/10.14415/konferencijaGFS2017.063 . .

TY  - JOUR
AU  - Milovanović, Bojan
AU  - Muganda-Ingaitsa, Anna
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/823
AB  - Zangar's method for computation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam, has been reconsidered. Several numerical models are compared with the procedure recommended by Zangar, and a new regression formula is proposed, that eliminates the observed discrepancies.
AB  - Analizirana je Zangarova metoda za proračun seizmičkih hidrodinamičkih opterećenja na vertikalnu i kosu konturu betonske gravitacione brane. Uočena su znatna odstupanja konvencionalnog Zangarovog postupka od tačnog rešenja dobijenog analitičkom integracijom Zangarovih eksperimentalnih krivih. Predloženi su jenostavni regresioni izrazi za proračun seizmičke sile i momenata savijanja, koji veoma dobro aproksimiraju analitičko rešenje.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Seismic hydrodynamic load analysis
T1  - Proračun seizmičkih hidrodinamičkih opterećenja
EP  - 231
IS  - 4-6
SP  - 225
VL  - 49
UR  - https://hdl.handle.net/21.15107/rcub_grafar_823
ER  - 

@article{
author = "Milovanović, Bojan and Muganda-Ingaitsa, Anna and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2017",
abstract = "Zangar's method for computation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam, has been reconsidered. Several numerical models are compared with the procedure recommended by Zangar, and a new regression formula is proposed, that eliminates the observed discrepancies., Analizirana je Zangarova metoda za proračun seizmičkih hidrodinamičkih opterećenja na vertikalnu i kosu konturu betonske gravitacione brane. Uočena su znatna odstupanja konvencionalnog Zangarovog postupka od tačnog rešenja dobijenog analitičkom integracijom Zangarovih eksperimentalnih krivih. Predloženi su jenostavni regresioni izrazi za proračun seizmičke sile i momenata savijanja, koji veoma dobro aproksimiraju analitičko rešenje.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Seismic hydrodynamic load analysis, Proračun seizmičkih hidrodinamičkih opterećenja",
pages = "231-225",
number = "4-6",
volume = "49",
url = "https://hdl.handle.net/21.15107/rcub_grafar_823"
}

Milovanović, B., Muganda-Ingaitsa, A., Kuzmanović, V.,& Savić, L.. (2017). Seismic hydrodynamic load analysis. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 49(4-6), 225-231.
https://hdl.handle.net/21.15107/rcub_grafar_823

Milovanović B, Muganda-Ingaitsa A, Kuzmanović V, Savić L. Seismic hydrodynamic load analysis. in Vodoprivreda. 2017;49(4-6):225-231.
https://hdl.handle.net/21.15107/rcub_grafar_823 .

Milovanović, Bojan, Muganda-Ingaitsa, Anna, Kuzmanović, Vladan, Savić, Ljubodrag, "Seismic hydrodynamic load analysis" in Vodoprivreda, 49, no. 4-6 (2017):225-231,
https://hdl.handle.net/21.15107/rcub_grafar_823 .

TY  - CONF
AU  - Milovanović, Bojan
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1487
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
T1  - Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka
EP  - 263
SP  - 254
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1487
ER  - 

@conference{
author = "Milovanović, Bojan and Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2016",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Beograd",
journal = "Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.",
title = "Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka",
pages = "263-254",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1487"
}

Milovanović, B., Zindović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2016). Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.
Univerzitet u Beogradu, Građevinski fakultet, Beograd., 254-263.
https://hdl.handle.net/21.15107/rcub_grafar_1487

Milovanović B, Zindović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:254-263.
https://hdl.handle.net/21.15107/rcub_grafar_1487 .

Milovanović, Bojan, Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Zavisnost hidrodinamičkih pritisaka u slapištu od suženja stepenastog brzotoka" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):254-263,
https://hdl.handle.net/21.15107/rcub_grafar_1487 .

TY  - CONF
AU  - Ljubičić, Robert
AU  - Zindović, Budo
AU  - Milovanović, Bojan
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1468
AB  - The influence of converging stepped spillways on dimensions of the stilling basins for RCC dams was studied, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics and hydraulics. The study includes analysis of parameters that affect the magnitude of a hydrodynamic force which is transferred into the stilling basin, and presents an original design methodology. A procedure for simplifying the optimization process for the entire spillway is proposed.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Hydraulic computation of converging stepped-chute stilling basin
T1  - Hidraulički proračun umirujućeg bazena neprizmatičnog stepenastog brzotoka
EP  - 688
SP  - 679
VL  - 32
DO  - 10.14415/konferencijaGFS2016.069
ER  - 

@conference{
author = "Ljubičić, Robert and Zindović, Budo and Milovanović, Bojan and Kapor, Radomir and Savić, Ljubodrag",
year = "2016",
abstract = "The influence of converging stepped spillways on dimensions of the stilling basins for RCC dams was studied, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics and hydraulics. The study includes analysis of parameters that affect the magnitude of a hydrodynamic force which is transferred into the stilling basin, and presents an original design methodology. A procedure for simplifying the optimization process for the entire spillway is proposed.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Hydraulic computation of converging stepped-chute stilling basin, Hidraulički proračun umirujućeg bazena neprizmatičnog stepenastog brzotoka",
pages = "688-679",
volume = "32",
doi = "10.14415/konferencijaGFS2016.069"
}

Ljubičić, R., Zindović, B., Milovanović, B., Kapor, R.,& Savić, L.. (2016). Hydraulic computation of converging stepped-chute stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 32, 679-688.
https://doi.org/10.14415/konferencijaGFS2016.069

Ljubičić R, Zindović B, Milovanović B, Kapor R, Savić L. Hydraulic computation of converging stepped-chute stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:679-688.
doi:10.14415/konferencijaGFS2016.069 .

Ljubičić, Robert, Zindović, Budo, Milovanović, Bojan, Kapor, Radomir, Savić, Ljubodrag, "Hydraulic computation of converging stepped-chute stilling basin" in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):679-688,
https://doi.org/10.14415/konferencijaGFS2016.069 . .

TY  - JOUR
AU  - Ljubičić, Robert
AU  - Zindović, Budo
AU  - Milovanović, Bojan
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/731
AB  - The influence of converging stepped spillways on the dimensions of the stilling basins for RCC dams was examined, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics and hydraulics. The study includes analysis of parameters that affect the magnitude of the hydrodynamic force which is transferred into the stilling basin, and presents an original design methodology. Analysis of the measured data and the methods for estimation of the sequent depth in the stilling basin are presented, with recommendations for design purposes and future studies.
AB  - Cilj rada je da se na osnovu zakona mehanike fluida, postojećih rezultata modelskih ispitivanja i empirijskih izraza, analizira uticaj neprizmatičnosti stepenastog brzotoka na potrebne dimenzije umirujućih bazena kod gravitacionih betonskih brana. Analizirani su parametri koji utiču na sile od vode na ulasku u umirujući bazen, na osnovu kojih je predložena metodologija za dimenzionisanje umirujućih bazena. Na osnovu merenja na fizičkom hidrauličkom modelu, upoređeni su rezultati proračuna razmatranih metoda i na osnovu njih date preporuke, kako za projektovanje, tako i za buduća istraživanja.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Methodology for sequent depth estimation for converging stepped-chute stilling basins
T1  - Metodologija proračuna spregnutih dubina kod umirujućih bazena neprizmatičnih stepenastih brzotoka
EP  - 94
IS  - 1-3
SP  - 87
VL  - 48
UR  - https://hdl.handle.net/21.15107/rcub_grafar_731
ER  - 

@article{
author = "Ljubičić, Robert and Zindović, Budo and Milovanović, Bojan and Kapor, Radomir and Savić, Ljubodrag",
year = "2016",
abstract = "The influence of converging stepped spillways on the dimensions of the stilling basins for RCC dams was examined, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics and hydraulics. The study includes analysis of parameters that affect the magnitude of the hydrodynamic force which is transferred into the stilling basin, and presents an original design methodology. Analysis of the measured data and the methods for estimation of the sequent depth in the stilling basin are presented, with recommendations for design purposes and future studies., Cilj rada je da se na osnovu zakona mehanike fluida, postojećih rezultata modelskih ispitivanja i empirijskih izraza, analizira uticaj neprizmatičnosti stepenastog brzotoka na potrebne dimenzije umirujućih bazena kod gravitacionih betonskih brana. Analizirani su parametri koji utiču na sile od vode na ulasku u umirujući bazen, na osnovu kojih je predložena metodologija za dimenzionisanje umirujućih bazena. Na osnovu merenja na fizičkom hidrauličkom modelu, upoređeni su rezultati proračuna razmatranih metoda i na osnovu njih date preporuke, kako za projektovanje, tako i za buduća istraživanja.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Methodology for sequent depth estimation for converging stepped-chute stilling basins, Metodologija proračuna spregnutih dubina kod umirujućih bazena neprizmatičnih stepenastih brzotoka",
pages = "94-87",
number = "1-3",
volume = "48",
url = "https://hdl.handle.net/21.15107/rcub_grafar_731"
}

Ljubičić, R., Zindović, B., Milovanović, B., Kapor, R.,& Savić, L.. (2016). Methodology for sequent depth estimation for converging stepped-chute stilling basins. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 48(1-3), 87-94.
https://hdl.handle.net/21.15107/rcub_grafar_731

Ljubičić R, Zindović B, Milovanović B, Kapor R, Savić L. Methodology for sequent depth estimation for converging stepped-chute stilling basins. in Vodoprivreda. 2016;48(1-3):87-94.
https://hdl.handle.net/21.15107/rcub_grafar_731 .

Ljubičić, Robert, Zindović, Budo, Milovanović, Bojan, Kapor, Radomir, Savić, Ljubodrag, "Methodology for sequent depth estimation for converging stepped-chute stilling basins" in Vodoprivreda, 48, no. 1-3 (2016):87-94,
https://hdl.handle.net/21.15107/rcub_grafar_731 .

TY  - CONF
AU  - Josipović, Jovana
AU  - Milovanović, Bojan
AU  - Kuzmanović, Vladan
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Zindović, Budo
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1439
AB  - Sensitivity of the hydrodynamic-load measurements on physical models depending on the sampling frequency and duration is considered. The hydrodynamicload data were obtained from the stilling basin physical models at the hydraulic laboratories of "Jaroslav Cerni" Water Resources Institute, and Faculty of Civil Engineering, University of Belgrade. Based on the results of this research, an optimization strategy for the future experiments is proposed.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Frequency and duration of hydrodinamic load sampling in the stilling basin
T1  - Analiza učestalosti i trajanja uzorkovanja hidrodinamičkog opterećenja na fizičkom modelu
EP  - 708
SP  - 699
DO  - 10.14415/konferencijaGFS
ER  - 

@conference{
author = "Josipović, Jovana and Milovanović, Bojan and Kuzmanović, Vladan and Kapor, Radomir and Savić, Ljubodrag and Zindović, Budo",
year = "2016",
abstract = "Sensitivity of the hydrodynamic-load measurements on physical models depending on the sampling frequency and duration is considered. The hydrodynamicload data were obtained from the stilling basin physical models at the hydraulic laboratories of "Jaroslav Cerni" Water Resources Institute, and Faculty of Civil Engineering, University of Belgrade. Based on the results of this research, an optimization strategy for the future experiments is proposed.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Frequency and duration of hydrodinamic load sampling in the stilling basin, Analiza učestalosti i trajanja uzorkovanja hidrodinamičkog opterećenja na fizičkom modelu",
pages = "708-699",
doi = "10.14415/konferencijaGFS"
}

Josipović, J., Milovanović, B., Kuzmanović, V., Kapor, R., Savić, L.,& Zindović, B.. (2016). Frequency and duration of hydrodinamic load sampling in the stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 699-708.
https://doi.org/10.14415/konferencijaGFS

Josipović J, Milovanović B, Kuzmanović V, Kapor R, Savić L, Zindović B. Frequency and duration of hydrodinamic load sampling in the stilling basin. in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;:699-708.
doi:10.14415/konferencijaGFS .

Josipović, Jovana, Milovanović, Bojan, Kuzmanović, Vladan, Kapor, Radomir, Savić, Ljubodrag, Zindović, Budo, "Frequency and duration of hydrodinamic load sampling in the stilling basin" in Zbornik radova 4. Međunarodne konferencije Savremena dostignuća u građevinarstvu 2016 (2016):699-708,
https://doi.org/10.14415/konferencijaGFS . .

TY  - CONF
AU  - Milovanović, Bojan
AU  - Zindović, Budo
AU  - Stojnić, Ivan
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1355
PB  - Građevinski fakultet, Subotica
C3  - 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.
T1  - Distribution of Hydrodynamic Load in the Stilling Basin
T1  - Zavisnost hidrodinamičkog opterećenja slapišta od protoka i nivoa donje vode
EP  - 549
SP  - 543
VL  - 31
DO  - 10.14415/konferencijaGFS2015.067
ER  - 

@conference{
author = "Milovanović, Bojan and Zindović, Budo and Stojnić, Ivan and Vojt, Predrag and Kapor, Radomir and Savić, Ljubodrag and Kuzmanović, Vladan",
year = "2015",
publisher = "Građevinski fakultet, Subotica",
journal = "3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.",
title = "Distribution of Hydrodynamic Load in the Stilling Basin, Zavisnost hidrodinamičkog opterećenja slapišta od protoka i nivoa donje vode",
pages = "549-543",
volume = "31",
doi = "10.14415/konferencijaGFS2015.067"
}

Milovanović, B., Zindović, B., Stojnić, I., Vojt, P., Kapor, R., Savić, L.,& Kuzmanović, V.. (2015). Distribution of Hydrodynamic Load in the Stilling Basin. in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.
Građevinski fakultet, Subotica., 31, 543-549.
https://doi.org/10.14415/konferencijaGFS2015.067

Milovanović B, Zindović B, Stojnić I, Vojt P, Kapor R, Savić L, Kuzmanović V. Distribution of Hydrodynamic Load in the Stilling Basin. in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015.. 2015;31:543-549.
doi:10.14415/konferencijaGFS2015.067 .

Milovanović, Bojan, Zindović, Budo, Stojnić, Ivan, Vojt, Predrag, Kapor, Radomir, Savić, Ljubodrag, Kuzmanović, Vladan, "Distribution of Hydrodynamic Load in the Stilling Basin" in 3. Međunarodna konferencija Savremena dostignuća u građevinarstvu, Subotica, 24. april 2015., 31 (2015):543-549,
https://doi.org/10.14415/konferencijaGFS2015.067 . .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/638
AB  - This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.
PB  - Thomas Telford Services Ltd
T2  - Proceedings of the Institution of Civil Engineers-Water Management
T1  - Shaft spillway with deflector downstream of vertical bend
EP  - 278
IS  - 5
SP  - 269
VL  - 167
DO  - 10.1680/wama.12.00111
ER  - 

@article{
author = "Savić, Ljubodrag and Kapor, Radomir and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2014",
abstract = "This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.",
publisher = "Thomas Telford Services Ltd",
journal = "Proceedings of the Institution of Civil Engineers-Water Management",
title = "Shaft spillway with deflector downstream of vertical bend",
pages = "278-269",
number = "5",
volume = "167",
doi = "10.1680/wama.12.00111"
}

Savić, L., Kapor, R., Kuzmanović, V.,& Milovanović, B.. (2014). Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management
Thomas Telford Services Ltd., 167(5), 269-278.
https://doi.org/10.1680/wama.12.00111

Savić L, Kapor R, Kuzmanović V, Milovanović B. Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management. 2014;167(5):269-278.
doi:10.1680/wama.12.00111 .

Savić, Ljubodrag, Kapor, Radomir, Kuzmanović, Vladan, Milovanović, Bojan, "Shaft spillway with deflector downstream of vertical bend" in Proceedings of the Institution of Civil Engineers-Water Management, 167, no. 5 (2014):269-278,
https://doi.org/10.1680/wama.12.00111 . .

TY  - CONF
AU  - Damnjanović, Marijana
AU  - Milovanović, Bojan
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1179
AB  - This paper analyzes the hydrodynamic loads acting on the bottom and walls of a stilling basin, based on the pressure measurements at the selected points of a scale model. For different degrees of the hydraulic jump immersion, the hydrodinamic preassures were measured at a large number of points, provideing the reliable distribution of hydrodynamic loads.
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin
T1  - Uticaj nivoa donje vode na hidrodinamičke pritiske u slapištu
EP  - 724
SP  - 719
VL  - 30
DO  - 10.14415/konferencijaGFS2014
ER  - 

@conference{
author = "Damnjanović, Marijana and Milovanović, Bojan and Vojt, Predrag and Kapor, Radomir and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2014",
abstract = "This paper analyzes the hydrodynamic loads acting on the bottom and walls of a stilling basin, based on the pressure measurements at the selected points of a scale model. For different degrees of the hydraulic jump immersion, the hydrodinamic preassures were measured at a large number of points, provideing the reliable distribution of hydrodynamic loads.",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin, Uticaj nivoa donje vode na hidrodinamičke pritiske u slapištu",
pages = "724-719",
volume = "30",
doi = "10.14415/konferencijaGFS2014"
}

Damnjanović, M., Milovanović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2014). Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 719-724.
https://doi.org/10.14415/konferencijaGFS2014

Damnjanović M, Milovanović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:719-724.
doi:10.14415/konferencijaGFS2014 .

Damnjanović, Marijana, Milovanović, Bojan, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):719-724,
https://doi.org/10.14415/konferencijaGFS2014 . .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/474
AB  - Hydraulic design of shaft spillways (morning-glory spillways) with flow deflector before the vertical bend is considered. Based on the physical hydraulic model investigations of several structures and available experience of other authors, the key features, concerning capacity of the spillway, vertical shaft and tunnel-flow are defined and discussed. New expressions for discharge and velocity coefficients have been proposed, and some of the old ones improved. Also, a new procedure for the shaft design is proposed, including the spillway-to-shaft transition-reach definition. Finally, an algorithm for entire design procedure has been put forward.
AB  - Razmatrano je hidrauličko dimenzionisanje šahtnog preliva sa deflektorom ispred vertikalne krivine. Na osnovu hidrauličkih modelskih ispitivanja nekoliko objekata, kao i iskustva drugih autora, procenjeni su ključni činioci koji određuju propusnu sposobnost prelivnog, šahtnog i tunelskog dela objekta. Predloženi su novi i poboljšani raniji izrazi za procenu koeficijenata prelivanja, isticanja na deflektoru i koeficijenta brzine. Takođe, prikazan je i postupak za oblikovanje šahta, uključujući prelaznu deonicu između preliva i šahta. Na kraju se daje sažet algoritam celog postupka dimenzionisanja objekta.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend
T1  - Određivanje dimenzija šahtnog preliva empirijskim jednačinama
EP  - 154
IS  - 4-6
SP  - 141
VL  - 44
UR  - https://hdl.handle.net/21.15107/rcub_grafar_474
ER  - 

@article{
author = "Savić, Ljubodrag and Kapor, Radomir and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2012",
abstract = "Hydraulic design of shaft spillways (morning-glory spillways) with flow deflector before the vertical bend is considered. Based on the physical hydraulic model investigations of several structures and available experience of other authors, the key features, concerning capacity of the spillway, vertical shaft and tunnel-flow are defined and discussed. New expressions for discharge and velocity coefficients have been proposed, and some of the old ones improved. Also, a new procedure for the shaft design is proposed, including the spillway-to-shaft transition-reach definition. Finally, an algorithm for entire design procedure has been put forward., Razmatrano je hidrauličko dimenzionisanje šahtnog preliva sa deflektorom ispred vertikalne krivine. Na osnovu hidrauličkih modelskih ispitivanja nekoliko objekata, kao i iskustva drugih autora, procenjeni su ključni činioci koji određuju propusnu sposobnost prelivnog, šahtnog i tunelskog dela objekta. Predloženi su novi i poboljšani raniji izrazi za procenu koeficijenata prelivanja, isticanja na deflektoru i koeficijenta brzine. Takođe, prikazan je i postupak za oblikovanje šahta, uključujući prelaznu deonicu između preliva i šahta. Na kraju se daje sažet algoritam celog postupka dimenzionisanja objekta.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend, Određivanje dimenzija šahtnog preliva empirijskim jednačinama",
pages = "154-141",
number = "4-6",
volume = "44",
url = "https://hdl.handle.net/21.15107/rcub_grafar_474"
}

Savić, L., Kapor, R., Kuzmanović, V.,& Milovanović, B.. (2012). Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 44(4-6), 141-154.
https://hdl.handle.net/21.15107/rcub_grafar_474

Savić L, Kapor R, Kuzmanović V, Milovanović B. Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend. in Vodoprivreda. 2012;44(4-6):141-154.
https://hdl.handle.net/21.15107/rcub_grafar_474 .

Savić, Ljubodrag, Kapor, Radomir, Kuzmanović, Vladan, Milovanović, Bojan, "Hydraulic design of morning glory spillway with a deflector upstream of the vertical bend" in Vodoprivreda, 44, no. 4-6 (2012):141-154,
https://hdl.handle.net/21.15107/rcub_grafar_474 .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
AU  - Dašić, Tina
AU  - Milovanović, Bojan
AU  - Stevanović, Vladimir
AU  - Gajić, Aleksandar
AU  - Maslovarić, Blaženka
AU  - Prica, Sanja
AU  - Arnautović, Dušan
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/389
AB  - Possibility of using hydropower potential of cooling water at the thermal power plant with open cooling system is presented in the paper. Cooling water flows gravitationally to the recipient - the river. In the periods of low water levels additional head occurs which could be used in small hydropower plant. Such a hydropower plant will operate only in periods when thermal power plant operates, with more or less constant flow and head that significantly changes in time. Small hydropower plant that uses cooling water of Thermal Power Plant 'Nikola Tesla B' is presented in the paper. The economic benefits of the HPP are calculated. The increase of profitability is assessed, bearing in mind that the plant would be realized as the Clean Development Mechanism project according to the Kyoto protocol. The obtained results show that the project is economically attractive, and it can be carried out with standard matured solutions of hydro turbines available at the market.
AB  - U radu je prikazana mogućnost korišćenja hidroenergetskog potencijala rashladne vode termoelektrane sa otvorenim sistemom hlađenja. Rashladna voda otiče gravitaciono do recipijenta - reke, zbog čega se u periodu nižih vodostaja javlja pad koji je moguće iskoristiti u maloj hidoelektrani. Takva hidroelektrana radi sa promenljivim padom i približno konstantnim protokom, i to samo u periodima kada radi i termoelektrana. Koncepcija je prikazana na primeru male hidroelektrane koja će koristiti hidroenergetski potencijal rashladne vode TE 'Nikola Tesla B'. Određeni su ekonomski pokazatelji ove hidroelektrane i ocenjeno je povećanje profitabilnosti imajući u vidu da postrojenje može biTI ostvareno u okvira Clean Development Mechanism (CDM) projekta, u skladu sa Kjoto protokolom. Dobijeni rezultati pokazuju da je projekat ekonomski prihvatljiv, a moguće ga je ostvariti sa standardnim hidroturbinama dostupnim na tržištu.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Possible use of hydropower potential of cooling water at the thermal power plant
T1  - Mogućnost korišćenja hidroenergetskog potencijala vode za hlađenje termoelektrana
EP  - 48
IS  - 1-3
SP  - 39
VL  - 43
UR  - https://hdl.handle.net/21.15107/rcub_grafar_389
ER  - 

@article{
author = "Savić, Ljubodrag and Kuzmanović, Vladan and Dašić, Tina and Milovanović, Bojan and Stevanović, Vladimir and Gajić, Aleksandar and Maslovarić, Blaženka and Prica, Sanja and Arnautović, Dušan",
year = "2011",
abstract = "Possibility of using hydropower potential of cooling water at the thermal power plant with open cooling system is presented in the paper. Cooling water flows gravitationally to the recipient - the river. In the periods of low water levels additional head occurs which could be used in small hydropower plant. Such a hydropower plant will operate only in periods when thermal power plant operates, with more or less constant flow and head that significantly changes in time. Small hydropower plant that uses cooling water of Thermal Power Plant 'Nikola Tesla B' is presented in the paper. The economic benefits of the HPP are calculated. The increase of profitability is assessed, bearing in mind that the plant would be realized as the Clean Development Mechanism project according to the Kyoto protocol. The obtained results show that the project is economically attractive, and it can be carried out with standard matured solutions of hydro turbines available at the market., U radu je prikazana mogućnost korišćenja hidroenergetskog potencijala rashladne vode termoelektrane sa otvorenim sistemom hlađenja. Rashladna voda otiče gravitaciono do recipijenta - reke, zbog čega se u periodu nižih vodostaja javlja pad koji je moguće iskoristiti u maloj hidoelektrani. Takva hidroelektrana radi sa promenljivim padom i približno konstantnim protokom, i to samo u periodima kada radi i termoelektrana. Koncepcija je prikazana na primeru male hidroelektrane koja će koristiti hidroenergetski potencijal rashladne vode TE 'Nikola Tesla B'. Određeni su ekonomski pokazatelji ove hidroelektrane i ocenjeno je povećanje profitabilnosti imajući u vidu da postrojenje može biTI ostvareno u okvira Clean Development Mechanism (CDM) projekta, u skladu sa Kjoto protokolom. Dobijeni rezultati pokazuju da je projekat ekonomski prihvatljiv, a moguće ga je ostvariti sa standardnim hidroturbinama dostupnim na tržištu.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Possible use of hydropower potential of cooling water at the thermal power plant, Mogućnost korišćenja hidroenergetskog potencijala vode za hlađenje termoelektrana",
pages = "48-39",
number = "1-3",
volume = "43",
url = "https://hdl.handle.net/21.15107/rcub_grafar_389"
}

Savić, L., Kuzmanović, V., Dašić, T., Milovanović, B., Stevanović, V., Gajić, A., Maslovarić, B., Prica, S.,& Arnautović, D.. (2011). Possible use of hydropower potential of cooling water at the thermal power plant. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 43(1-3), 39-48.
https://hdl.handle.net/21.15107/rcub_grafar_389

Savić L, Kuzmanović V, Dašić T, Milovanović B, Stevanović V, Gajić A, Maslovarić B, Prica S, Arnautović D. Possible use of hydropower potential of cooling water at the thermal power plant. in Vodoprivreda. 2011;43(1-3):39-48.
https://hdl.handle.net/21.15107/rcub_grafar_389 .

Savić, Ljubodrag, Kuzmanović, Vladan, Dašić, Tina, Milovanović, Bojan, Stevanović, Vladimir, Gajić, Aleksandar, Maslovarić, Blaženka, Prica, Sanja, Arnautović, Dušan, "Possible use of hydropower potential of cooling water at the thermal power plant" in Vodoprivreda, 43, no. 1-3 (2011):39-48,
https://hdl.handle.net/21.15107/rcub_grafar_389 .

TY  - JOUR
AU  - Stevanović, Vladimir
AU  - Gajić, Aleksandar
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
AU  - Arnautović, Dušan
AU  - Dašić, Tina
AU  - Maslovarić, Blaženka
AU  - Prica, Sanja
AU  - Milovanović, Bojan
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/360
AB  - The hydro energy of the gravity water flow from the coal-fired thermal power plant units to the river in an open cooling system of turbine condensers is determined. On the basis of statistical data for a long time period, the water net head duration curve due to the river annual level change, as well as the reduction of the hydro energy potential due to the thermal power plant overhauls periods, are evaluated in the case study of the Thermal Power Plant "Nikola Tesla B" in Serbia. A small hydro power plant is designed for the utilization of this hydro energy, and the economic benefits of the project are calculated. The internal rate of returns and pay back periods are calculated in dependence of the electricity price and total investment costs. The increase of profitability is assessed, bearing in mind that the plant might be realized as the Clean Development Mechanism project according to the Kyoto protocol. The obtained results show that the project is economically attractive, and it can be carried out with standard matured solutions of hydro turbines available at the market. Even for the relatively low electricity price from small hydro power plants in Serbia of 0.08 epsilon/kW h the internal rate of return and the pay back period are 17.5% and 5.5 years.
PB  - Elsevier Ltd
T2  - Applied Energy
T1  - Hydro energy potential of cooling water at the thermal power plant
EP  - 4013
IS  - 11
SP  - 4005
VL  - 88
DO  - 10.1016/j.apenergy.2011.04.003
ER  - 

@article{
author = "Stevanović, Vladimir and Gajić, Aleksandar and Savić, Ljubodrag and Kuzmanović, Vladan and Arnautović, Dušan and Dašić, Tina and Maslovarić, Blaženka and Prica, Sanja and Milovanović, Bojan",
year = "2011",
abstract = "The hydro energy of the gravity water flow from the coal-fired thermal power plant units to the river in an open cooling system of turbine condensers is determined. On the basis of statistical data for a long time period, the water net head duration curve due to the river annual level change, as well as the reduction of the hydro energy potential due to the thermal power plant overhauls periods, are evaluated in the case study of the Thermal Power Plant "Nikola Tesla B" in Serbia. A small hydro power plant is designed for the utilization of this hydro energy, and the economic benefits of the project are calculated. The internal rate of returns and pay back periods are calculated in dependence of the electricity price and total investment costs. The increase of profitability is assessed, bearing in mind that the plant might be realized as the Clean Development Mechanism project according to the Kyoto protocol. The obtained results show that the project is economically attractive, and it can be carried out with standard matured solutions of hydro turbines available at the market. Even for the relatively low electricity price from small hydro power plants in Serbia of 0.08 epsilon/kW h the internal rate of return and the pay back period are 17.5% and 5.5 years.",
publisher = "Elsevier Ltd",
journal = "Applied Energy",
title = "Hydro energy potential of cooling water at the thermal power plant",
pages = "4013-4005",
number = "11",
volume = "88",
doi = "10.1016/j.apenergy.2011.04.003"
}

Stevanović, V., Gajić, A., Savić, L., Kuzmanović, V., Arnautović, D., Dašić, T., Maslovarić, B., Prica, S.,& Milovanović, B.. (2011). Hydro energy potential of cooling water at the thermal power plant. in Applied Energy
Elsevier Ltd., 88(11), 4005-4013.
https://doi.org/10.1016/j.apenergy.2011.04.003

Stevanović V, Gajić A, Savić L, Kuzmanović V, Arnautović D, Dašić T, Maslovarić B, Prica S, Milovanović B. Hydro energy potential of cooling water at the thermal power plant. in Applied Energy. 2011;88(11):4005-4013.
doi:10.1016/j.apenergy.2011.04.003 .

Stevanović, Vladimir, Gajić, Aleksandar, Savić, Ljubodrag, Kuzmanović, Vladan, Arnautović, Dušan, Dašić, Tina, Maslovarić, Blaženka, Prica, Sanja, Milovanović, Bojan, "Hydro energy potential of cooling water at the thermal power plant" in Applied Energy, 88, no. 11 (2011):4005-4013,
https://doi.org/10.1016/j.apenergy.2011.04.003 . .

TY  - JOUR
AU  - Milovanović, Bojan
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/388
AB  - Upstream cutoff in the concrete gravity dam foundation is introduced as a general stability measure in the beginning of the 20-th century. It become widely accepted in design practice in the late 50-ties. Nevertheless, very little is done in the stress evaluation in the cutoff zone, so far. The intention of this research is to obtain a reliable assessment of the stresses in this zone, particularly occurrence and distribution of tensile stresses, which may produce cracks. The research is based on a finite-element model, with special features in the foundation zone, and encompassed large range of dam heights, cutoff shapes, and foundation properties.
AB  - Kao mera opšte stabilnosti kod gravitacionih betonskih brana, uzvodni zub je prvi put primenjen početkom 20. veka, dok se sa njegovom širom primenom otpočelo pedesetak godina kasnije. Međutim, do sada nije posvećena dužna pažnja proceni naponskog stanja u oblasti uzvodnog zuba. Cilj istraživanja je da se dobije pouzdana procena napona u ovoj zoni, sa posebnim osvrtom na napone zatezanja, koji mogu da izazovu prsline u betonu. Istraživanje je zasnovano na metodi konačnih elemenata, sa originalnim rešenjem za temeljnu spojnicu. Parametarskom analizom je obuhvaćen širok opseg visina brana, oblika uzvodnog zuba i karakteristika temelja.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Stresses in the upstream cutoff zone of concrete gravity dams
T1  - Naponsko stanje u zoni uzvodnog zuba gravitacione betonske brane
EP  - 32
IS  - 1-3
SP  - 23
VL  - 43
UR  - https://hdl.handle.net/21.15107/rcub_grafar_388
ER  - 

@article{
author = "Milovanović, Bojan and Kuzmanović, Vladan and Savić, Ljubodrag",
year = "2011",
abstract = "Upstream cutoff in the concrete gravity dam foundation is introduced as a general stability measure in the beginning of the 20-th century. It become widely accepted in design practice in the late 50-ties. Nevertheless, very little is done in the stress evaluation in the cutoff zone, so far. The intention of this research is to obtain a reliable assessment of the stresses in this zone, particularly occurrence and distribution of tensile stresses, which may produce cracks. The research is based on a finite-element model, with special features in the foundation zone, and encompassed large range of dam heights, cutoff shapes, and foundation properties., Kao mera opšte stabilnosti kod gravitacionih betonskih brana, uzvodni zub je prvi put primenjen početkom 20. veka, dok se sa njegovom širom primenom otpočelo pedesetak godina kasnije. Međutim, do sada nije posvećena dužna pažnja proceni naponskog stanja u oblasti uzvodnog zuba. Cilj istraživanja je da se dobije pouzdana procena napona u ovoj zoni, sa posebnim osvrtom na napone zatezanja, koji mogu da izazovu prsline u betonu. Istraživanje je zasnovano na metodi konačnih elemenata, sa originalnim rešenjem za temeljnu spojnicu. Parametarskom analizom je obuhvaćen širok opseg visina brana, oblika uzvodnog zuba i karakteristika temelja.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Stresses in the upstream cutoff zone of concrete gravity dams, Naponsko stanje u zoni uzvodnog zuba gravitacione betonske brane",
pages = "32-23",
number = "1-3",
volume = "43",
url = "https://hdl.handle.net/21.15107/rcub_grafar_388"
}

Milovanović, B., Kuzmanović, V.,& Savić, L.. (2011). Stresses in the upstream cutoff zone of concrete gravity dams. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 43(1-3), 23-32.
https://hdl.handle.net/21.15107/rcub_grafar_388

Milovanović B, Kuzmanović V, Savić L. Stresses in the upstream cutoff zone of concrete gravity dams. in Vodoprivreda. 2011;43(1-3):23-32.
https://hdl.handle.net/21.15107/rcub_grafar_388 .

Milovanović, Bojan, Kuzmanović, Vladan, Savić, Ljubodrag, "Stresses in the upstream cutoff zone of concrete gravity dams" in Vodoprivreda, 43, no. 1-3 (2011):23-32,
https://hdl.handle.net/21.15107/rcub_grafar_388 .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
AU  - Rosić, Nikola
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/335
AB  - The stepped spillway with baffle as an overflow section of the small retention dams is presented. This is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin with a baffle. The hydraulic design for this type of structure is described in this paper.
AB  - U radu je prikazan stepenasti preliv sa odbojnom gredom, kao evakuacioni objekat u sklopu niske retenzione pregrade proizvoljnog tipa. Prikazani objekat predstavlja originalno rešenje, koje objedinjuje stepenasti preliv sa propustima i umirujući bazen sa odbojnom gredom i blokovima, po ugledu na USBR VI tip slapišta. Dat je hidraulički proračun za određivanje dimenzija bazena, kao i uputstava za hidrauličko oblikovanje.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Stepenasti preliv sa odbojnom gredom
EP  - 180
IS  - 4-6
SP  - 175
VL  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_335
ER  - 

@article{
author = "Savić, Ljubodrag and Kuzmanović, Vladan and Milovanović, Bojan and Rosić, Nikola",
year = "2010",
abstract = "The stepped spillway with baffle as an overflow section of the small retention dams is presented. This is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin with a baffle. The hydraulic design for this type of structure is described in this paper., U radu je prikazan stepenasti preliv sa odbojnom gredom, kao evakuacioni objekat u sklopu niske retenzione pregrade proizvoljnog tipa. Prikazani objekat predstavlja originalno rešenje, koje objedinjuje stepenasti preliv sa propustima i umirujući bazen sa odbojnom gredom i blokovima, po ugledu na USBR VI tip slapišta. Dat je hidraulički proračun za određivanje dimenzija bazena, kao i uputstava za hidrauličko oblikovanje.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Stepenasti preliv sa odbojnom gredom",
pages = "180-175",
number = "4-6",
volume = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_335"
}

Savić, L., Kuzmanović, V., Milovanović, B.,& Rosić, N.. (2010). Stepenasti preliv sa odbojnom gredom. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 42(4-6), 175-180.
https://hdl.handle.net/21.15107/rcub_grafar_335

Savić L, Kuzmanović V, Milovanović B, Rosić N. Stepenasti preliv sa odbojnom gredom. in Vodoprivreda. 2010;42(4-6):175-180.
https://hdl.handle.net/21.15107/rcub_grafar_335 .

Savić, Ljubodrag, Kuzmanović, Vladan, Milovanović, Bojan, Rosić, Nikola, "Stepenasti preliv sa odbojnom gredom" in Vodoprivreda, 42, no. 4-6 (2010):175-180,
https://hdl.handle.net/21.15107/rcub_grafar_335 .

TY  - JOUR
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/304
AB  - This paper is concerned with ski jump design for overflow dams and chute spillways. Despite the vast scope of literature on this subject, research in this field is still needed. Three important issues are addressed: take-off angle, length of the jet trajectory and choking flow. The aim is to summarise existing experience, present new formulae for convenient design and propose directions for future research.
T2  - Proceedings of the Institution of Civil Engineers-Water Management
T1  - Ski jump design
EP  - 527
IS  - 10
SP  - 523
VL  - 163
DO  - 10.1680/wama.900052
ER  - 

@article{
author = "Savić, Ljubodrag and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2010",
abstract = "This paper is concerned with ski jump design for overflow dams and chute spillways. Despite the vast scope of literature on this subject, research in this field is still needed. Three important issues are addressed: take-off angle, length of the jet trajectory and choking flow. The aim is to summarise existing experience, present new formulae for convenient design and propose directions for future research.",
journal = "Proceedings of the Institution of Civil Engineers-Water Management",
title = "Ski jump design",
pages = "527-523",
number = "10",
volume = "163",
doi = "10.1680/wama.900052"
}

Savić, L., Kuzmanović, V.,& Milovanović, B.. (2010). Ski jump design. in Proceedings of the Institution of Civil Engineers-Water Management, 163(10), 523-527.
https://doi.org/10.1680/wama.900052

Savić L, Kuzmanović V, Milovanović B. Ski jump design. in Proceedings of the Institution of Civil Engineers-Water Management. 2010;163(10):523-527.
doi:10.1680/wama.900052 .

Savić, Ljubodrag, Kuzmanović, Vladan, Milovanović, Bojan, "Ski jump design" in Proceedings of the Institution of Civil Engineers-Water Management, 163, no. 10 (2010):523-527,
https://doi.org/10.1680/wama.900052 . .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
AU  - Milovanović, Bojan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/336
AB  - The concrete gravity dam spillway on the Jelezovac stream is presented. The overflow section of the dam is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin with a baffle. The structural design consisted of the general stability computation, and the design of the basin elements was based on the hydrodynamic load, obtained from the hydraulic computations.
AB  - U radu je prikazana statička analiza prelivne lamele gravitacione betonske pregrade na potoku Jelezovac. Prikazana lamela je originalno rešenje, projektovana kao stepenasti preliv sa propustima i umirujućim bazenom, koji predstavlja modifikovani tip slapišta USBR VI sa odbojnom gredom. Statičkom analizom je obuhvaćena opšta stabilnost pregrade i dimenzionisanje elemenata slapišta, pri čemu su hidrodinamička opterećenja procenjena na osnovu proticaja i brzina dobijenih hidrauličim proračunom.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Structural analysis of Jelezovac dam stepped spillway with baffle
T1  - Statička analiza stepenastog preliva sa odbojnom gredom na pregradi Jelezovac
EP  - 185
IS  - 4-6
SP  - 181
VL  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_336
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubodrag and Milovanović, Bojan",
year = "2010",
abstract = "The concrete gravity dam spillway on the Jelezovac stream is presented. The overflow section of the dam is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin with a baffle. The structural design consisted of the general stability computation, and the design of the basin elements was based on the hydrodynamic load, obtained from the hydraulic computations., U radu je prikazana statička analiza prelivne lamele gravitacione betonske pregrade na potoku Jelezovac. Prikazana lamela je originalno rešenje, projektovana kao stepenasti preliv sa propustima i umirujućim bazenom, koji predstavlja modifikovani tip slapišta USBR VI sa odbojnom gredom. Statičkom analizom je obuhvaćena opšta stabilnost pregrade i dimenzionisanje elemenata slapišta, pri čemu su hidrodinamička opterećenja procenjena na osnovu proticaja i brzina dobijenih hidrauličim proračunom.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Structural analysis of Jelezovac dam stepped spillway with baffle, Statička analiza stepenastog preliva sa odbojnom gredom na pregradi Jelezovac",
pages = "185-181",
number = "4-6",
volume = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_336"
}

Kuzmanović, V., Savić, L.,& Milovanović, B.. (2010). Structural analysis of Jelezovac dam stepped spillway with baffle. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 42(4-6), 181-185.
https://hdl.handle.net/21.15107/rcub_grafar_336

Kuzmanović V, Savić L, Milovanović B. Structural analysis of Jelezovac dam stepped spillway with baffle. in Vodoprivreda. 2010;42(4-6):181-185.
https://hdl.handle.net/21.15107/rcub_grafar_336 .

Kuzmanović, Vladan, Savić, Ljubodrag, Milovanović, Bojan, "Structural analysis of Jelezovac dam stepped spillway with baffle" in Vodoprivreda, 42, no. 4-6 (2010):181-185,
https://hdl.handle.net/21.15107/rcub_grafar_336 .

TY  - JOUR
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Milovanović, Bojan
AU  - Ranđelović, Anja
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/248
AB  - The capacity of the double side-channel spillway, consisting of the two spillways, with channels joining into a common single branch, is estimated in this paper. For the specific site conditions, such an arrangement may sute better than the regular side-channel spillway. The spillway capacity is estimated based on the accepted flow relations for the side-channels and the hydraulic model studies. .
AB  - U radu se prikazuje procena propusne moći dvostrukog bočnog preliva, koji se sastoji od dva bočna preliva, čiji se sabirni kanali sučeljavaju i spajaju sa zajedničkim odvodnim kanalom. U nekim slučajevima, ovakvo rešenje može se bolje prilagoditi terenskim uslovima od klasičnog bočnog preliva. Pri proceni propusne moći korišćene su osnovne zakonitosti tečenja u klasičnom bočnom prelivu, kao i iskustva sa hidrauličkih modelskih ispitivanja sličnih objekata. .
PB  - Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd
T2  - Voda i sanitarna tehnika
T1  - Estimating double side-channel spillway capacity
T1  - Procena propusne moći dvostrukog bočnog preliva
EP  - 34
IS  - 6
SP  - 29
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_248
ER  - 

@article{
author = "Kapor, Radomir and Savić, Ljubodrag and Milovanović, Bojan and Ranđelović, Anja",
year = "2009",
abstract = "The capacity of the double side-channel spillway, consisting of the two spillways, with channels joining into a common single branch, is estimated in this paper. For the specific site conditions, such an arrangement may sute better than the regular side-channel spillway. The spillway capacity is estimated based on the accepted flow relations for the side-channels and the hydraulic model studies. ., U radu se prikazuje procena propusne moći dvostrukog bočnog preliva, koji se sastoji od dva bočna preliva, čiji se sabirni kanali sučeljavaju i spajaju sa zajedničkim odvodnim kanalom. U nekim slučajevima, ovakvo rešenje može se bolje prilagoditi terenskim uslovima od klasičnog bočnog preliva. Pri proceni propusne moći korišćene su osnovne zakonitosti tečenja u klasičnom bočnom prelivu, kao i iskustva sa hidrauličkih modelskih ispitivanja sličnih objekata. .",
publisher = "Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd",
journal = "Voda i sanitarna tehnika",
title = "Estimating double side-channel spillway capacity, Procena propusne moći dvostrukog bočnog preliva",
pages = "34-29",
number = "6",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_248"
}

Kapor, R., Savić, L., Milovanović, B.,& Ranđelović, A.. (2009). Estimating double side-channel spillway capacity. in Voda i sanitarna tehnika
Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd., 39(6), 29-34.
https://hdl.handle.net/21.15107/rcub_grafar_248

Kapor R, Savić L, Milovanović B, Ranđelović A. Estimating double side-channel spillway capacity. in Voda i sanitarna tehnika. 2009;39(6):29-34.
https://hdl.handle.net/21.15107/rcub_grafar_248 .

Kapor, Radomir, Savić, Ljubodrag, Milovanović, Bojan, Ranđelović, Anja, "Estimating double side-channel spillway capacity" in Voda i sanitarna tehnika, 39, no. 6 (2009):29-34,
https://hdl.handle.net/21.15107/rcub_grafar_248 .

TY  - CONF
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Milovanović, Bojan
AU  - Ranđelović, Anja
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/224
AB  - A double side-channel spillway consists of two spillways, with channels joining into a common single branch, noting that for some specific site conditions such arrangements may suit better than the conventional one-side-channel spillway. The capacity of double sidechannel spillways is estimated on the basis of known flow relations for the side-channels and results of specific hydraulic model studies.
AB  - U radu se prikazuje procena propusne moći dvostrukog bočnog preliva, koji se sastoji od dva bočna preliva, čiji se sabirni kanali sučeljavaju i spajaju sa zajedničkim odvodnim kanalom. U nekim slučajevima, ovakvo rešenje može se bolje prilagoditi terenskim uslovima od klasičnog bočnog preliva. Pri proceni propusne moći korišćene su osnovne zakonitosti tečenja u klasičnom bočnom prelivu, kao i iskustva sa hidrauličkih modelskih ispitivanja sličnih objekata.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - Estimating the capacity of double side-channel spillways
T1  - Procena propusne moći dvostrukog bočnog preliva
EP  - 107
IS  - 4-6
SP  - 103
VL  - 41
UR  - https://hdl.handle.net/21.15107/rcub_grafar_224
ER  - 

@conference{
author = "Kapor, Radomir and Savić, Ljubodrag and Milovanović, Bojan and Ranđelović, Anja",
year = "2009",
abstract = "A double side-channel spillway consists of two spillways, with channels joining into a common single branch, noting that for some specific site conditions such arrangements may suit better than the conventional one-side-channel spillway. The capacity of double sidechannel spillways is estimated on the basis of known flow relations for the side-channels and results of specific hydraulic model studies., U radu se prikazuje procena propusne moći dvostrukog bočnog preliva, koji se sastoji od dva bočna preliva, čiji se sabirni kanali sučeljavaju i spajaju sa zajedničkim odvodnim kanalom. U nekim slučajevima, ovakvo rešenje može se bolje prilagoditi terenskim uslovima od klasičnog bočnog preliva. Pri proceni propusne moći korišćene su osnovne zakonitosti tečenja u klasičnom bočnom prelivu, kao i iskustva sa hidrauličkih modelskih ispitivanja sličnih objekata.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Estimating the capacity of double side-channel spillways, Procena propusne moći dvostrukog bočnog preliva",
pages = "107-103",
number = "4-6",
volume = "41",
url = "https://hdl.handle.net/21.15107/rcub_grafar_224"
}

Kapor, R., Savić, L., Milovanović, B.,& Ranđelović, A.. (2009). Estimating the capacity of double side-channel spillways. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 41(4-6), 103-107.
https://hdl.handle.net/21.15107/rcub_grafar_224

Kapor R, Savić L, Milovanović B, Ranđelović A. Estimating the capacity of double side-channel spillways. in Vodoprivreda. 2009;41(4-6):103-107.
https://hdl.handle.net/21.15107/rcub_grafar_224 .

Kapor, Radomir, Savić, Ljubodrag, Milovanović, Bojan, Ranđelović, Anja, "Estimating the capacity of double side-channel spillways" in Vodoprivreda, 41, no. 4-6 (2009):103-107,
https://hdl.handle.net/21.15107/rcub_grafar_224 .

TY  - JOUR
AU  - Ostojić, Željka
AU  - Ljubisavljević, Dejan
AU  - Milovanović, Bojan
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/159
AB  - Research and development of random sampling procedures in creating model generator of water demand time patterns is shown. Also a composite package combining stochastic nature of water demand and hydrodynamic simulation is provided. Conclusions and recommendation based on developed models and there applicability in water supplying network systems are done.
AB  - U radu je prikazan razvoj modela za generisanje potreba za vodom u vodovodu koji je u stanju da verno predstavi sve osobine načina zadovoljavanja potreba za vodom. Ovako razvijen model je povezan sa hidrauličkim simulacionim modelom vodovodne mreže i ovakvom vezom je omogućena statistička analiza sistemskih promenljivih u vodovodnoj distributivnoj mreži. U radu su naznačeni pravci i mogućnosti koje pružaju razvijeni model i dat primer njegove primene.
PB  - Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd
T2  - Voda i sanitarna tehnika
T1  - Model generator of water consumption and hydraulic simulation model in water supplying network
T1  - Model generator potreba za vodom i hidraulički simulacioni model vodovodne mreže
EP  - 21
IS  - 1
SP  - 15
VL  - 37
UR  - https://hdl.handle.net/21.15107/rcub_grafar_159
ER  - 

@article{
author = "Ostojić, Željka and Ljubisavljević, Dejan and Milovanović, Bojan",
year = "2007",
abstract = "Research and development of random sampling procedures in creating model generator of water demand time patterns is shown. Also a composite package combining stochastic nature of water demand and hydrodynamic simulation is provided. Conclusions and recommendation based on developed models and there applicability in water supplying network systems are done., U radu je prikazan razvoj modela za generisanje potreba za vodom u vodovodu koji je u stanju da verno predstavi sve osobine načina zadovoljavanja potreba za vodom. Ovako razvijen model je povezan sa hidrauličkim simulacionim modelom vodovodne mreže i ovakvom vezom je omogućena statistička analiza sistemskih promenljivih u vodovodnoj distributivnoj mreži. U radu su naznačeni pravci i mogućnosti koje pružaju razvijeni model i dat primer njegove primene.",
publisher = "Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd",
journal = "Voda i sanitarna tehnika",
title = "Model generator of water consumption and hydraulic simulation model in water supplying network, Model generator potreba za vodom i hidraulički simulacioni model vodovodne mreže",
pages = "21-15",
number = "1",
volume = "37",
url = "https://hdl.handle.net/21.15107/rcub_grafar_159"
}

Ostojić, Ž., Ljubisavljević, D.,& Milovanović, B.. (2007). Model generator of water consumption and hydraulic simulation model in water supplying network. in Voda i sanitarna tehnika
Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd., 37(1), 15-21.
https://hdl.handle.net/21.15107/rcub_grafar_159

Ostojić Ž, Ljubisavljević D, Milovanović B. Model generator of water consumption and hydraulic simulation model in water supplying network. in Voda i sanitarna tehnika. 2007;37(1):15-21.
https://hdl.handle.net/21.15107/rcub_grafar_159 .

Ostojić, Željka, Ljubisavljević, Dejan, Milovanović, Bojan, "Model generator of water consumption and hydraulic simulation model in water supplying network" in Voda i sanitarna tehnika, 37, no. 1 (2007):15-21,
https://hdl.handle.net/21.15107/rcub_grafar_159 .

TY  - CONF
AU  - Savić, Ljubodrag
AU  - Kuzmanović, Vladan
AU  - Milovanović, Bojan
PY  - 2006
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/142
AB  - This paper is concerned with the ski-jump design, mainly for the large overflow dams. Although the vast scope of literature on this subject exists, there is still a need to compile, elaborate and upgrade available knowledge. The paper addresses three important aspects of the ski jump design: take-off angle, length of the jet trajectory, and the plunge pool dimensions. The aim is to synthesize available knowledge, to present new formulas for a more convenient design, and to propose directions for the future research in this field.
AB  - Rad se bavi problemima koji se javljaju pri projektovanju ski odskoka kod visokih brana. Iako je u ovoj oblasti urađen veliki broj istraživanja i napisano mnogo radova, i dalje postoji potreba da se znanja dopune i objedine, kao i da se jasnije i za projektanta praktičara prihvatljivije formulišu. Rad obrađuje tri aspekta vezana za projektovanje ski odskoka: ugao odskoka mlaza, dužinu odskoka i dimenzije erozione jame. Cilj rada je: objedinjavanje znanja o navedenoj problematici, razvijanje izraza koji bi olakšali proračun i projektovanje odskoka, kao i utvrđivanje smernice za dalja istraživanja u ovoj oblasti.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - Assessment of the position and dimensions of the ski-jump scour-hole
T1  - Procena položaja i dimenzija erozione jame ski odskoka
EP  - 188
IS  - 4-6
SP  - 181
VL  - 38
UR  - https://hdl.handle.net/21.15107/rcub_grafar_142
ER  - 

@conference{
author = "Savić, Ljubodrag and Kuzmanović, Vladan and Milovanović, Bojan",
year = "2006",
abstract = "This paper is concerned with the ski-jump design, mainly for the large overflow dams. Although the vast scope of literature on this subject exists, there is still a need to compile, elaborate and upgrade available knowledge. The paper addresses three important aspects of the ski jump design: take-off angle, length of the jet trajectory, and the plunge pool dimensions. The aim is to synthesize available knowledge, to present new formulas for a more convenient design, and to propose directions for the future research in this field., Rad se bavi problemima koji se javljaju pri projektovanju ski odskoka kod visokih brana. Iako je u ovoj oblasti urađen veliki broj istraživanja i napisano mnogo radova, i dalje postoji potreba da se znanja dopune i objedine, kao i da se jasnije i za projektanta praktičara prihvatljivije formulišu. Rad obrađuje tri aspekta vezana za projektovanje ski odskoka: ugao odskoka mlaza, dužinu odskoka i dimenzije erozione jame. Cilj rada je: objedinjavanje znanja o navedenoj problematici, razvijanje izraza koji bi olakšali proračun i projektovanje odskoka, kao i utvrđivanje smernice za dalja istraživanja u ovoj oblasti.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Assessment of the position and dimensions of the ski-jump scour-hole, Procena položaja i dimenzija erozione jame ski odskoka",
pages = "188-181",
number = "4-6",
volume = "38",
url = "https://hdl.handle.net/21.15107/rcub_grafar_142"
}

Savić, L., Kuzmanović, V.,& Milovanović, B.. (2006). Assessment of the position and dimensions of the ski-jump scour-hole. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 38(4-6), 181-188.
https://hdl.handle.net/21.15107/rcub_grafar_142

Savić L, Kuzmanović V, Milovanović B. Assessment of the position and dimensions of the ski-jump scour-hole. in Vodoprivreda. 2006;38(4-6):181-188.
https://hdl.handle.net/21.15107/rcub_grafar_142 .

Savić, Ljubodrag, Kuzmanović, Vladan, Milovanović, Bojan, "Assessment of the position and dimensions of the ski-jump scour-hole" in Vodoprivreda, 38, no. 4-6 (2006):181-188,
https://hdl.handle.net/21.15107/rcub_grafar_142 .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubodrag
AU  - Milovanović, Bojan
PY  - 2005
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/108
AB  - The last of the four-paper serial on RCC dams refers to construction, quality-control and economic issues. The first part deals with the most important construction features, such as: concrete preparation, transportation, spreading, compaction, joints, galleries, drainage and concrete care and protection. Follows a section on laboratory and in-situ tests for the RCC concrete quality-control, based on the ACI and USAGE recommendations. The last part addresses economic issues, possible savings, and the RCC cost structure. .
AB  - Poslednji iz serije od četiri rada posvećenih valjanom betonu odnosi se na građenje, kontrolu kvaliteta i ekonomske aspekte RCC brana. U prvom delu rada obrađena su najvažnija pitanja tehnološkog procesa izgradnje ovog tipa brana, kao što su: spravljanje betona, transport, razastiranje, zbijanje, obrada horizontalnih spojnica, galerije i drenaže, nega i zaštita. Zatim su opisana laboratorijska ispitivanja i terenska merenja u cilju kontrole kvaliteta RCC-a i date preporuke na bazi istraživanja izvršenih u ACI i USACE. U poslednjem poglavlju analizirani su ekonomski aspekti, moguće uštede, struktura i postupak određivanja jedinične cene valjanog betona.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Roller compacted concrete (RCC) in dam construction, Part four: Construction, quality control and economic issues
T1  - Primena valjanog betona u izgradnji brana, IV deo - građenje, kontrola kvaliteta i ekonomski aspekti
EP  - 111
IS  - 1-3
SP  - 95
VL  - 37
UR  - https://hdl.handle.net/21.15107/rcub_grafar_108
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubodrag and Milovanović, Bojan",
year = "2005",
abstract = "The last of the four-paper serial on RCC dams refers to construction, quality-control and economic issues. The first part deals with the most important construction features, such as: concrete preparation, transportation, spreading, compaction, joints, galleries, drainage and concrete care and protection. Follows a section on laboratory and in-situ tests for the RCC concrete quality-control, based on the ACI and USAGE recommendations. The last part addresses economic issues, possible savings, and the RCC cost structure. ., Poslednji iz serije od četiri rada posvećenih valjanom betonu odnosi se na građenje, kontrolu kvaliteta i ekonomske aspekte RCC brana. U prvom delu rada obrađena su najvažnija pitanja tehnološkog procesa izgradnje ovog tipa brana, kao što su: spravljanje betona, transport, razastiranje, zbijanje, obrada horizontalnih spojnica, galerije i drenaže, nega i zaštita. Zatim su opisana laboratorijska ispitivanja i terenska merenja u cilju kontrole kvaliteta RCC-a i date preporuke na bazi istraživanja izvršenih u ACI i USACE. U poslednjem poglavlju analizirani su ekonomski aspekti, moguće uštede, struktura i postupak određivanja jedinične cene valjanog betona.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Roller compacted concrete (RCC) in dam construction, Part four: Construction, quality control and economic issues, Primena valjanog betona u izgradnji brana, IV deo - građenje, kontrola kvaliteta i ekonomski aspekti",
pages = "111-95",
number = "1-3",
volume = "37",
url = "https://hdl.handle.net/21.15107/rcub_grafar_108"
}

Kuzmanović, V., Savić, L.,& Milovanović, B.. (2005). Roller compacted concrete (RCC) in dam construction, Part four: Construction, quality control and economic issues. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 37(1-3), 95-111.
https://hdl.handle.net/21.15107/rcub_grafar_108

Kuzmanović V, Savić L, Milovanović B. Roller compacted concrete (RCC) in dam construction, Part four: Construction, quality control and economic issues. in Vodoprivreda. 2005;37(1-3):95-111.
https://hdl.handle.net/21.15107/rcub_grafar_108 .

Kuzmanović, Vladan, Savić, Ljubodrag, Milovanović, Bojan, "Roller compacted concrete (RCC) in dam construction, Part four: Construction, quality control and economic issues" in Vodoprivreda, 37, no. 1-3 (2005):95-111,
https://hdl.handle.net/21.15107/rcub_grafar_108 .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubomir R.
AU  - Milovanović, Bojan
PY  - 2004
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/69
AB  - After the chronological review of the RCC dams development, and the analysis of the RCC components in the previous articles of this serial, this paper presents the most important issues of the gravity RCC dams design. In the beginning, the principles of the design are described; the cross-section shape and the stability issues are discussed. Follows the detailed description of the design procedure, including the seismic and thermal analysis. Joints, water stops, galleries and percolation control are considered next. Finally, foundation features, spillways and monitoring of the RCC dams are described. In such a way, the most important characteristics of the RCC dams are emphasized, as well as the similarities and differences in comparison to the gravity dams of conventional concrete, which has to be bared in mind during the design procedure.
AB  - Posle prikaza istorijskog razvoja RCC brana i analize komponenata i osobina valjanog betona (koji su dati u prethodnim člancima), u ovom radu su obrađena najvažnija pitanja u vezi sa projektovanjem gravitacionih brana od valjanog betona. Na početku su analizirani principi projektovanja, oblik poprečnog preseka i opšta stabilnost. Sledi opis dimenzionisanja, uticaji seizmike i termička analiza. Razmatranjem razdelnica, zaptivki, galerija i kontrole procurivanja dat je osvrt na najvažnije elemente upotrebljivosti. Na kraju su opisane specifičnosti temeljenja, evakuacije velikih voda i osmatranja brana od valjanog betona. Na taj način istaknute su najvažnije osobenosti RCC brana, kao i sličnosti i razlike u odnosu na klasične brane od hidrotehničkog betona, koje se moraju imati u vidu prilikom projektovanja.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Roller compacted concrete in dam construction, part III: Design
T1  - Primena valjanog betona u izgradnji brana - III deo: Projektovanje
EP  - 420
IS  - 5-6
SP  - 405
VL  - 36
UR  - https://hdl.handle.net/21.15107/rcub_grafar_69
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubomir R. and Milovanović, Bojan",
year = "2004",
abstract = "After the chronological review of the RCC dams development, and the analysis of the RCC components in the previous articles of this serial, this paper presents the most important issues of the gravity RCC dams design. In the beginning, the principles of the design are described; the cross-section shape and the stability issues are discussed. Follows the detailed description of the design procedure, including the seismic and thermal analysis. Joints, water stops, galleries and percolation control are considered next. Finally, foundation features, spillways and monitoring of the RCC dams are described. In such a way, the most important characteristics of the RCC dams are emphasized, as well as the similarities and differences in comparison to the gravity dams of conventional concrete, which has to be bared in mind during the design procedure., Posle prikaza istorijskog razvoja RCC brana i analize komponenata i osobina valjanog betona (koji su dati u prethodnim člancima), u ovom radu su obrađena najvažnija pitanja u vezi sa projektovanjem gravitacionih brana od valjanog betona. Na početku su analizirani principi projektovanja, oblik poprečnog preseka i opšta stabilnost. Sledi opis dimenzionisanja, uticaji seizmike i termička analiza. Razmatranjem razdelnica, zaptivki, galerija i kontrole procurivanja dat je osvrt na najvažnije elemente upotrebljivosti. Na kraju su opisane specifičnosti temeljenja, evakuacije velikih voda i osmatranja brana od valjanog betona. Na taj način istaknute su najvažnije osobenosti RCC brana, kao i sličnosti i razlike u odnosu na klasične brane od hidrotehničkog betona, koje se moraju imati u vidu prilikom projektovanja.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Roller compacted concrete in dam construction, part III: Design, Primena valjanog betona u izgradnji brana - III deo: Projektovanje",
pages = "420-405",
number = "5-6",
volume = "36",
url = "https://hdl.handle.net/21.15107/rcub_grafar_69"
}

Kuzmanović, V., Savić, L. R.,& Milovanović, B.. (2004). Roller compacted concrete in dam construction, part III: Design. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 36(5-6), 405-420.
https://hdl.handle.net/21.15107/rcub_grafar_69

Kuzmanović V, Savić LR, Milovanović B. Roller compacted concrete in dam construction, part III: Design. in Vodoprivreda. 2004;36(5-6):405-420.
https://hdl.handle.net/21.15107/rcub_grafar_69 .

Kuzmanović, Vladan, Savić, Ljubomir R., Milovanović, Bojan, "Roller compacted concrete in dam construction, part III: Design" in Vodoprivreda, 36, no. 5-6 (2004):405-420,
https://hdl.handle.net/21.15107/rcub_grafar_69 .

TY  - JOUR
AU  - Kuzmanović, Vladan
AU  - Savić, Ljubomir R.
AU  - Milovanović, Bojan
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/57
AB  - This paper defines Roller Compacted Concrete (RCC) and its main features as a new building material, as well as a new construction method. Some of the leading RCC-dam builders experience is illustrated through a survey, covering main construction features of 238 dams. Based on the survey data, an overview of most important RCC dams according to the height, the volume of concrete embedded, and the length of the crest is presented. Main features of RCC dams from China, Japan, USA, Brazil and Spain (being the most prominent countries in RCC-dam construction) are discussed in order to point out some possible concepts in RCC-dam construction.
AB  - U ovom članku data je definicija valjanog betona i njegove osnovne karakteristike kao novog materijala i nove metode građenja. Potom slede svetska iskustva u građenju brana od valjanog betona sa tabelom u kojoj je 238 brana i osnovni podaci o konstrukciji. Na osnovu tabele dat je pregled najznačajnijih brana po visini, zapremini ugrađenog valjanog betona i dužini u kruni. Da bi se ukazalo na moguće koncepcije u građenju brana od valjanog betona, analizirane su osnovne karakteristike brana u Kini, Japanu SAD, Brazilu i Španiji (koje predstavljaju vodeće zemlje u ovoj oblasti) njihove sličnosti i razlike. Na kraju je pregled osnovne literature korišćene pri pisanju rada.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Roller compacted concrete (RCC) in dam construction part one -historical development
T1  - Primena valjanog betona u izgradnji brana I deo - istorijski razvoj
EP  - 247
IS  - 3-4
SP  - 231
VL  - 35
UR  - https://hdl.handle.net/21.15107/rcub_grafar_57
ER  - 

@article{
author = "Kuzmanović, Vladan and Savić, Ljubomir R. and Milovanović, Bojan",
year = "2003",
abstract = "This paper defines Roller Compacted Concrete (RCC) and its main features as a new building material, as well as a new construction method. Some of the leading RCC-dam builders experience is illustrated through a survey, covering main construction features of 238 dams. Based on the survey data, an overview of most important RCC dams according to the height, the volume of concrete embedded, and the length of the crest is presented. Main features of RCC dams from China, Japan, USA, Brazil and Spain (being the most prominent countries in RCC-dam construction) are discussed in order to point out some possible concepts in RCC-dam construction., U ovom članku data je definicija valjanog betona i njegove osnovne karakteristike kao novog materijala i nove metode građenja. Potom slede svetska iskustva u građenju brana od valjanog betona sa tabelom u kojoj je 238 brana i osnovni podaci o konstrukciji. Na osnovu tabele dat je pregled najznačajnijih brana po visini, zapremini ugrađenog valjanog betona i dužini u kruni. Da bi se ukazalo na moguće koncepcije u građenju brana od valjanog betona, analizirane su osnovne karakteristike brana u Kini, Japanu SAD, Brazilu i Španiji (koje predstavljaju vodeće zemlje u ovoj oblasti) njihove sličnosti i razlike. Na kraju je pregled osnovne literature korišćene pri pisanju rada.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Roller compacted concrete (RCC) in dam construction part one -historical development, Primena valjanog betona u izgradnji brana I deo - istorijski razvoj",
pages = "247-231",
number = "3-4",
volume = "35",
url = "https://hdl.handle.net/21.15107/rcub_grafar_57"
}

Kuzmanović, V., Savić, L. R.,& Milovanović, B.. (2003). Roller compacted concrete (RCC) in dam construction part one -historical development. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 35(3-4), 231-247.
https://hdl.handle.net/21.15107/rcub_grafar_57

Kuzmanović V, Savić LR, Milovanović B. Roller compacted concrete (RCC) in dam construction part one -historical development. in Vodoprivreda. 2003;35(3-4):231-247.
https://hdl.handle.net/21.15107/rcub_grafar_57 .

Kuzmanović, Vladan, Savić, Ljubomir R., Milovanović, Bojan, "Roller compacted concrete (RCC) in dam construction part one -historical development" in Vodoprivreda, 35, no. 3-4 (2003):231-247,
https://hdl.handle.net/21.15107/rcub_grafar_57 .