TY  - CONF
AU  - Damnjanović, Marijana
AU  - Vojt, Predrag
AU  - Starinac, Danica
AU  - Žugić, Dragiša
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1390
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  - Analiza hidrodinamičkih prtisaka u umirujućem bazenu nasute brane
EP  - 272
SP  - 264
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1390
ER  - 

@conference{
author = "Damnjanović, Marijana and Vojt, Predrag and Starinac, Danica and Žugić, Dragiša and Kapor, Radomir 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 = "Analiza hidrodinamičkih prtisaka u umirujućem bazenu nasute brane",
pages = "272-264",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1390"
}

Damnjanović, M., Vojt, P., Starinac, D., Žugić, D., Kapor, R.,& Savić, L.. (2016). Analiza hidrodinamičkih prtisaka u umirujućem bazenu nasute brane. 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., 264-272.
https://hdl.handle.net/21.15107/rcub_grafar_1390

Damnjanović M, Vojt P, Starinac D, Žugić D, Kapor R, Savić L. Analiza hidrodinamičkih prtisaka u umirujućem bazenu nasute brane. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:264-272.
https://hdl.handle.net/21.15107/rcub_grafar_1390 .

Damnjanović, Marijana, Vojt, Predrag, Starinac, Danica, Žugić, Dragiša, Kapor, Radomir, Savić, Ljubodrag, "Analiza hidrodinamičkih prtisaka u umirujućem bazenu nasute brane" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):264-272,
https://hdl.handle.net/21.15107/rcub_grafar_1390 .

TY  - JOUR
AU  - Starinac, Danica
AU  - Vojt, Predrag
AU  - Damnjanović, Marijana
AU  - Žugić, Dragiša
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Zindović, Budo
AU  - Đajić, Predrag
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/688
AB  - The design of the Beni Slimane Dam (Medea Province, Algeria) has been verified by scale model analyses, conducted on two separate physical models - the partial model of the labyrinth spillway and the complete model of flood evacuation structures. This paper describes the analyses carried out on the complete model, scaled 1:30. The initial design of the chute and stilling basin was optimized on the basis of model testing. Tests carried out on the scale model with a movable bottom (river bed) were very helpful for the design of downstream erosion protection.
PB  - Serbian Water Pollution Control Society, Belgrade
T2  - Water research and management
T1  - Scale modeling of Beni Slimane Dam
EP  - 22
IS  - 1
SP  - 9
VL  - 5
UR  - https://hdl.handle.net/21.15107/rcub_grafar_688
ER  - 

@article{
author = "Starinac, Danica and Vojt, Predrag and Damnjanović, Marijana and Žugić, Dragiša and Kapor, Radomir and Savić, Ljubodrag and Zindović, Budo and Đajić, Predrag",
year = "2015",
abstract = "The design of the Beni Slimane Dam (Medea Province, Algeria) has been verified by scale model analyses, conducted on two separate physical models - the partial model of the labyrinth spillway and the complete model of flood evacuation structures. This paper describes the analyses carried out on the complete model, scaled 1:30. The initial design of the chute and stilling basin was optimized on the basis of model testing. Tests carried out on the scale model with a movable bottom (river bed) were very helpful for the design of downstream erosion protection.",
publisher = "Serbian Water Pollution Control Society, Belgrade",
journal = "Water research and management",
title = "Scale modeling of Beni Slimane Dam",
pages = "22-9",
number = "1",
volume = "5",
url = "https://hdl.handle.net/21.15107/rcub_grafar_688"
}

Starinac, D., Vojt, P., Damnjanović, M., Žugić, D., Kapor, R., Savić, L., Zindović, B.,& Đajić, P.. (2015). Scale modeling of Beni Slimane Dam. in Water research and management
Serbian Water Pollution Control Society, Belgrade., 5(1), 9-22.
https://hdl.handle.net/21.15107/rcub_grafar_688

Starinac D, Vojt P, Damnjanović M, Žugić D, Kapor R, Savić L, Zindović B, Đajić P. Scale modeling of Beni Slimane Dam. in Water research and management. 2015;5(1):9-22.
https://hdl.handle.net/21.15107/rcub_grafar_688 .

Starinac, Danica, Vojt, Predrag, Damnjanović, Marijana, Žugić, Dragiša, Kapor, Radomir, Savić, Ljubodrag, Zindović, Budo, Đajić, Predrag, "Scale modeling of Beni Slimane Dam" in Water research and management, 5, no. 1 (2015):9-22,
https://hdl.handle.net/21.15107/rcub_grafar_688 .

TY  - JOUR
AU  - Damnjanović, Marijana
AU  - Vojt, Predrag
AU  - Starinac, Danica
AU  - Žugić, Dragiša
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/687
AB  - The stilling basin is one of the most frequently used energy dissipation structures due to highly-efficient energy dissipation of the main stream through the secondary turbulent flow in the hydraulic jump roller formed within the stilling basin. An important characteristic of this type of flow is pulsating pressure, which is especially pronounced on the bottom concrete slabs, side walls, and other concrete components of the stilling basin. Hydrodynamic loads on the bottom and side walls of the stilling basin are assessed in the paper, based on pressure measurements at selected points on the physical model. Measurements were made at a large number of test points, such that a reliable distribution of hydrodynamic loading was obtained under different flow conditions.
PB  - Serbian Water Pollution Control Society, Belgrade
T2  - Water research and management
T1  - Analysis of hydrodynamic pressures in the stilling basin of an earth dam
EP  - 20
IS  - 3
SP  - 13
VL  - 5
UR  - https://hdl.handle.net/21.15107/rcub_grafar_687
ER  - 

@article{
author = "Damnjanović, Marijana and Vojt, Predrag and Starinac, Danica and Žugić, Dragiša and Kapor, Radomir and Savić, Ljubodrag",
year = "2015",
abstract = "The stilling basin is one of the most frequently used energy dissipation structures due to highly-efficient energy dissipation of the main stream through the secondary turbulent flow in the hydraulic jump roller formed within the stilling basin. An important characteristic of this type of flow is pulsating pressure, which is especially pronounced on the bottom concrete slabs, side walls, and other concrete components of the stilling basin. Hydrodynamic loads on the bottom and side walls of the stilling basin are assessed in the paper, based on pressure measurements at selected points on the physical model. Measurements were made at a large number of test points, such that a reliable distribution of hydrodynamic loading was obtained under different flow conditions.",
publisher = "Serbian Water Pollution Control Society, Belgrade",
journal = "Water research and management",
title = "Analysis of hydrodynamic pressures in the stilling basin of an earth dam",
pages = "20-13",
number = "3",
volume = "5",
url = "https://hdl.handle.net/21.15107/rcub_grafar_687"
}

Damnjanović, M., Vojt, P., Starinac, D., Žugić, D., Kapor, R.,& Savić, L.. (2015). Analysis of hydrodynamic pressures in the stilling basin of an earth dam. in Water research and management
Serbian Water Pollution Control Society, Belgrade., 5(3), 13-20.
https://hdl.handle.net/21.15107/rcub_grafar_687

Damnjanović M, Vojt P, Starinac D, Žugić D, Kapor R, Savić L. Analysis of hydrodynamic pressures in the stilling basin of an earth dam. in Water research and management. 2015;5(3):13-20.
https://hdl.handle.net/21.15107/rcub_grafar_687 .

Damnjanović, Marijana, Vojt, Predrag, Starinac, Danica, Žugić, Dragiša, Kapor, Radomir, Savić, Ljubodrag, "Analysis of hydrodynamic pressures in the stilling basin of an earth dam" in Water research and management, 5, no. 3 (2015):13-20,
https://hdl.handle.net/21.15107/rcub_grafar_687 .

TY  - CONF
AU  - Starinac, Danica
AU  - Vojt, Predrag
AU  - Damnjanović, Marijana
AU  - Žugić, Dragiša
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Zindović, Budo
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1241
AB  - Design of an RCC (roller-compacted concrete) dam had been verified using a scale model. The scale of the model was 1:40 and hydraulic parameters were scaled using Froude similarity. The aim of investigations were flood mitigation structures – a standard Creager profiled spillway crest (with five bays), a converging stepped chute and a stilling basin. The main problem of the initial design was selecting the optimal shape of stepped chute side walls. As the converging chutes generate standing waves, this results in significant increase of the water level in the zones in the vicinity of the walls. The final shape of the side walls had been selected through trial-and-error procedure, provideing the most favorable flow conditions. As a consequence, improving the flow conditions in the chute resulted in better flow conditions inside the stilling basin as well, so the proposed energy dissipation baffle blocks could be removed. For the final design, measurements of the hydraulic parameters (water levels, depths, velocities, pressures) on the scale model verified the implemented improvements (compared to the initial design).
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Scale Modelling of the RCC Dam with Stepped Spillway
T1  - Hidraulička modelska ispitivanja brane sa stepenastim brzotokom
EP  - 594
SP  - 589
VL  - 30
DO  - 10.14415/konferencijaGFS2014.079
ER  - 

@conference{
author = "Starinac, Danica and Vojt, Predrag and Damnjanović, Marijana and Žugić, Dragiša and Savić, Ljubodrag and Kapor, Radomir and Zindović, Budo",
year = "2014",
abstract = "Design of an RCC (roller-compacted concrete) dam had been verified using a scale model. The scale of the model was 1:40 and hydraulic parameters were scaled using Froude similarity. The aim of investigations were flood mitigation structures – a standard Creager profiled spillway crest (with five bays), a converging stepped chute and a stilling basin. The main problem of the initial design was selecting the optimal shape of stepped chute side walls. As the converging chutes generate standing waves, this results in significant increase of the water level in the zones in the vicinity of the walls. The final shape of the side walls had been selected through trial-and-error procedure, provideing the most favorable flow conditions. As a consequence, improving the flow conditions in the chute resulted in better flow conditions inside the stilling basin as well, so the proposed energy dissipation baffle blocks could be removed. For the final design, measurements of the hydraulic parameters (water levels, depths, velocities, pressures) on the scale model verified the implemented improvements (compared to the initial design).",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Scale Modelling of the RCC Dam with Stepped Spillway, Hidraulička modelska ispitivanja brane sa stepenastim brzotokom",
pages = "594-589",
volume = "30",
doi = "10.14415/konferencijaGFS2014.079"
}

Starinac, D., Vojt, P., Damnjanović, M., Žugić, D., Savić, L., Kapor, R.,& Zindović, B.. (2014). Scale Modelling of the RCC Dam with Stepped Spillway. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 589-594.
https://doi.org/10.14415/konferencijaGFS2014.079

Starinac D, Vojt P, Damnjanović M, Žugić D, Savić L, Kapor R, Zindović B. Scale Modelling of the RCC Dam with Stepped Spillway. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:589-594.
doi:10.14415/konferencijaGFS2014.079 .

Starinac, Danica, Vojt, Predrag, Damnjanović, Marijana, Žugić, Dragiša, Savić, Ljubodrag, Kapor, Radomir, Zindović, Budo, "Scale Modelling of the RCC Dam with Stepped Spillway" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):589-594,
https://doi.org/10.14415/konferencijaGFS2014.079 . .

TY  - JOUR
AU  - Starinac, Danica
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Vojt, Predrag
AU  - Žugić, Dragiša
AU  - Damnjanović, Marijana
AU  - Zindović, Budo
AU  - Đajić, Predrag
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/630
AB  - The design of the Beni Slimane Dam (Medea Province, Algeria) was verified by scale model analyses, conducted on two separate scale models: a partial model of labyrinth spillway and a complete model of spillway structures. Aeration of the labyrinth spillway, which was the focus of the study, could be properly assessed only by means of a large scaled model, so a partial model at a scale of 1:15 was used. The initial aeration design was improved on the basis of the model investigations. The spillway discharge coefficients, calculated from measured data, were compared to the values recommended in the literature. This paper describes the potential problems, investigation results and important conclusions, which should be kept in mind when labyrinth spillways are designed.
PB  - Serbian Water Pollution Control Society, Belgrade
T2  - Water research and management
T1  - Air-water flow on a labyrinth spillway
EP  - 20
IS  - 3
SP  - 11
VL  - 4
UR  - https://hdl.handle.net/21.15107/rcub_grafar_630
ER  - 

@article{
author = "Starinac, Danica and Kapor, Radomir and Savić, Ljubodrag and Vojt, Predrag and Žugić, Dragiša and Damnjanović, Marijana and Zindović, Budo and Đajić, Predrag",
year = "2014",
abstract = "The design of the Beni Slimane Dam (Medea Province, Algeria) was verified by scale model analyses, conducted on two separate scale models: a partial model of labyrinth spillway and a complete model of spillway structures. Aeration of the labyrinth spillway, which was the focus of the study, could be properly assessed only by means of a large scaled model, so a partial model at a scale of 1:15 was used. The initial aeration design was improved on the basis of the model investigations. The spillway discharge coefficients, calculated from measured data, were compared to the values recommended in the literature. This paper describes the potential problems, investigation results and important conclusions, which should be kept in mind when labyrinth spillways are designed.",
publisher = "Serbian Water Pollution Control Society, Belgrade",
journal = "Water research and management",
title = "Air-water flow on a labyrinth spillway",
pages = "20-11",
number = "3",
volume = "4",
url = "https://hdl.handle.net/21.15107/rcub_grafar_630"
}

Starinac, D., Kapor, R., Savić, L., Vojt, P., Žugić, D., Damnjanović, M., Zindović, B.,& Đajić, P.. (2014). Air-water flow on a labyrinth spillway. in Water research and management
Serbian Water Pollution Control Society, Belgrade., 4(3), 11-20.
https://hdl.handle.net/21.15107/rcub_grafar_630

Starinac D, Kapor R, Savić L, Vojt P, Žugić D, Damnjanović M, Zindović B, Đajić P. Air-water flow on a labyrinth spillway. in Water research and management. 2014;4(3):11-20.
https://hdl.handle.net/21.15107/rcub_grafar_630 .

Starinac, Danica, Kapor, Radomir, Savić, Ljubodrag, Vojt, Predrag, Žugić, Dragiša, Damnjanović, Marijana, Zindović, Budo, Đajić, Predrag, "Air-water flow on a labyrinth spillway" in Water research and management, 4, no. 3 (2014):11-20,
https://hdl.handle.net/21.15107/rcub_grafar_630 .

TY  - JOUR
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Zindović, Budo
AU  - Žugić, Dragiša
AU  - Starinac, Danica
AU  - Vojt, Predrag
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/592
AB  - Stepped spillways have been often used in RCC dams over the past twenty years, due to their efficiency in converting mechanical energy into heat and compliance with the technology and construction of RCC dams. Main characteristics of the prismatic stepped spillway with skimming flow can be described by empirical relationships. Scale model studies afford reliable assessment of the flow characteristics, particularly of the residual energy, if the scale effects are minimized. The measurement of flow characteristics is complex, due to the air-water flow mixture. It is expected that numerical modeling, with proper calibration and verification, will become an efficient tool for the stepped spillway design.
AB  - Stepenasti brzotoci se u poslednjih dvadesetak godina veoma često koriste kod brana od valjanog betona (RCC). To je posledica njihove efikasnost u pretvaranju mehaničke energije u toplotnu i usklađenosti sa tehnologijom građenja RCC brana. Glavne karakteristike strujanja na stepenastom prizmatičnom brzotoku, pri klizećem toku, mogu se odrediti empirijskim jednačinama. Hidraulička modelska ispitivanja mogu dati pouzdanu procenu hidrauličkih veličina, posebno preostale energije vode, iako je strujanje mešavine vode i vazduha složeno, a na rezultate utiču efekti razmere. Može se očekivati da će se u budućnosti i numerički modeli efikasno koristiti za ispitivanja stepenastih brzotoka, uz pažljivu kalibraciju i verifikaciju.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Hydraulic analyses of stepped spillway flow
T1  - Hidraulička analiza strujanja na stepenastom brzotoku
EP  - 127
IS  - 46
SP  - 70
UR  - https://hdl.handle.net/21.15107/rcub_grafar_592
ER  - 

@article{
author = "Kapor, Radomir and Savić, Ljubodrag and Zindović, Budo and Žugić, Dragiša and Starinac, Danica and Vojt, Predrag",
year = "2014",
abstract = "Stepped spillways have been often used in RCC dams over the past twenty years, due to their efficiency in converting mechanical energy into heat and compliance with the technology and construction of RCC dams. Main characteristics of the prismatic stepped spillway with skimming flow can be described by empirical relationships. Scale model studies afford reliable assessment of the flow characteristics, particularly of the residual energy, if the scale effects are minimized. The measurement of flow characteristics is complex, due to the air-water flow mixture. It is expected that numerical modeling, with proper calibration and verification, will become an efficient tool for the stepped spillway design., Stepenasti brzotoci se u poslednjih dvadesetak godina veoma često koriste kod brana od valjanog betona (RCC). To je posledica njihove efikasnost u pretvaranju mehaničke energije u toplotnu i usklađenosti sa tehnologijom građenja RCC brana. Glavne karakteristike strujanja na stepenastom prizmatičnom brzotoku, pri klizećem toku, mogu se odrediti empirijskim jednačinama. Hidraulička modelska ispitivanja mogu dati pouzdanu procenu hidrauličkih veličina, posebno preostale energije vode, iako je strujanje mešavine vode i vazduha složeno, a na rezultate utiču efekti razmere. Može se očekivati da će se u budućnosti i numerički modeli efikasno koristiti za ispitivanja stepenastih brzotoka, uz pažljivu kalibraciju i verifikaciju.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Hydraulic analyses of stepped spillway flow, Hidraulička analiza strujanja na stepenastom brzotoku",
pages = "127-70",
number = "46",
url = "https://hdl.handle.net/21.15107/rcub_grafar_592"
}

Kapor, R., Savić, L., Zindović, B., Žugić, D., Starinac, D.,& Vojt, P.. (2014). Hydraulic analyses of stepped spillway flow. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(46), 70-127.
https://hdl.handle.net/21.15107/rcub_grafar_592

Kapor R, Savić L, Zindović B, Žugić D, Starinac D, Vojt P. Hydraulic analyses of stepped spillway flow. in Građevinski kalendar. 2014;(46):70-127.
https://hdl.handle.net/21.15107/rcub_grafar_592 .

Kapor, Radomir, Savić, Ljubodrag, Zindović, Budo, Žugić, Dragiša, Starinac, Danica, Vojt, Predrag, "Hydraulic analyses of stepped spillway flow" in Građevinski kalendar, no. 46 (2014):70-127,
https://hdl.handle.net/21.15107/rcub_grafar_592 .

TY  - JOUR
AU  - Starinac, Danica
AU  - Vojt, Predrag
AU  - Damnjanović, Marijana
AU  - Žugić, Dragiša
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Zindović, Budo
AU  - Glišić, Radmilo
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/632
AB  - The design of the RCC (roller-compacted concrete) Bouzina Dam (Batna Province, Algeria) was verified using a scale model. The length scale of the physical model was 1:40 and the hydraulic parameters were scaled applying the Froude similarity. The tests focused on a standard Creager profiled spillway crest (with five bays), a converging stepped chute and a stilling basin. The main design problem was selecting the optimal shape of the stepped chute side walls. The converging chute generated standing waves, resulting in a significant flow depth increase in the vicinity of the walls. The optimal shape of the side walls was selected through a trial-and-error procedure, ensuring the most favorable flow conditions. Improving the flow conditions in the chute resulted in better flow conditions inside the stilling basin as well, so that the initially proposed energy-dissipation baffle blocks could be removed. Measurements of hydraulic parameters (water levels, depths, velocities, pressures) on the scale model verified the proposed improvements (compared to the original design).
PB  - Serbian Water Pollution Control Society, Belgrade
T2  - Water research and management
T1  - Scale modeling of the Bouzina Dam flood mitigation structures
EP  - 42
IS  - 1
SP  - 31
VL  - 4
UR  - https://hdl.handle.net/21.15107/rcub_grafar_632
ER  - 

@article{
author = "Starinac, Danica and Vojt, Predrag and Damnjanović, Marijana and Žugić, Dragiša and Savić, Ljubodrag and Kapor, Radomir and Zindović, Budo and Glišić, Radmilo",
year = "2014",
abstract = "The design of the RCC (roller-compacted concrete) Bouzina Dam (Batna Province, Algeria) was verified using a scale model. The length scale of the physical model was 1:40 and the hydraulic parameters were scaled applying the Froude similarity. The tests focused on a standard Creager profiled spillway crest (with five bays), a converging stepped chute and a stilling basin. The main design problem was selecting the optimal shape of the stepped chute side walls. The converging chute generated standing waves, resulting in a significant flow depth increase in the vicinity of the walls. The optimal shape of the side walls was selected through a trial-and-error procedure, ensuring the most favorable flow conditions. Improving the flow conditions in the chute resulted in better flow conditions inside the stilling basin as well, so that the initially proposed energy-dissipation baffle blocks could be removed. Measurements of hydraulic parameters (water levels, depths, velocities, pressures) on the scale model verified the proposed improvements (compared to the original design).",
publisher = "Serbian Water Pollution Control Society, Belgrade",
journal = "Water research and management",
title = "Scale modeling of the Bouzina Dam flood mitigation structures",
pages = "42-31",
number = "1",
volume = "4",
url = "https://hdl.handle.net/21.15107/rcub_grafar_632"
}

Starinac, D., Vojt, P., Damnjanović, M., Žugić, D., Savić, L., Kapor, R., Zindović, B.,& Glišić, R.. (2014). Scale modeling of the Bouzina Dam flood mitigation structures. in Water research and management
Serbian Water Pollution Control Society, Belgrade., 4(1), 31-42.
https://hdl.handle.net/21.15107/rcub_grafar_632

Starinac D, Vojt P, Damnjanović M, Žugić D, Savić L, Kapor R, Zindović B, Glišić R. Scale modeling of the Bouzina Dam flood mitigation structures. in Water research and management. 2014;4(1):31-42.
https://hdl.handle.net/21.15107/rcub_grafar_632 .

Starinac, Danica, Vojt, Predrag, Damnjanović, Marijana, Žugić, Dragiša, Savić, Ljubodrag, Kapor, Radomir, Zindović, Budo, Glišić, Radmilo, "Scale modeling of the Bouzina Dam flood mitigation structures" in Water research and management, 4, no. 1 (2014):31-42,
https://hdl.handle.net/21.15107/rcub_grafar_632 .