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  - 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 .