Scale modeling of Beni Slimane Dam

Starinac, Danica; Vojt, Predrag; Damnjanović, Marijana; Žugić, Dragiša; Kapor, Radomir; Savić, Ljubodrag; Zindović, Budo; Đajić, Predrag

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Authors

Starinac, Danica
Vojt, Predrag
Damnjanović, Marijana
Žugić, Dragiša
Kapor, Radomir

Savić, Ljubodrag
Zindović, Budo

Đajić, Predrag

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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.

Keywords:

scale model / full model / labyrinth spillway / Beni Slimane

Source:
Water research and management, 2015, 5, 1, 9-22

Publisher:

Serbian Water Pollution Control Society, Belgrade

Projects:

ISSN: 2217-5547

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URI

http://grafar.grf.bg.ac.rs/handle/123456789/688

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GraFar

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  - http://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
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",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/688",
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"
}

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

Starinac, D., Vojt, P., Damnjanović, M., Žugić, D., Kapor, R., Savić, L., Zindović, B.,& Đajić, P. (2015). Scale modeling of Beni Slimane Dam.
Water research and managementSerbian Water Pollution Control Society, Belgrade., 5(1), 9-22.

Starinac Danica, Vojt Predrag, Damnjanović Marijana, Žugić Dragiša, Kapor Radomir, Savić Ljubodrag, Zindović Budo, Đajić Predrag, "Scale modeling of Beni Slimane Dam" 5, no. 1 (2015):9-22