Scale modeling of Beni Slimane Dam

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

No Thumbnail

Authors

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

Savić, Ljubodrag
Zindović, Budo

Đajić, Predrag

Article (Published version)

Metadata

Show full item record

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

Funding / projects:

ISSN: 2217-5547

[ Google Scholar ]

URI

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

Collections

Institution/Community

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  - 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  - conv_696
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 = "conv_696"
}

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.
conv_696

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.
conv_696 .

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,
conv_696 .