TY  - CONF
AU  - Ljubičić, Robert
AU  - Đorđević, Filip
AU  - Zindović, Budo
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Glišić, Radmilo
AU  - Dmitrović, Ivana
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2613
AB  - U radu se prikazuju rezultati hidrauličkih modelskih ispitivanja glavnog evakuatora brane Sidi Naser. Na parcijalnom modelu proveren je kapacitet preliva za računski protok od 3708 m3/s. Na modelu je proverena efikasnost disipacije stepenastog brzotoka i visina razdelnih zidova. Takođe, ispitana je i efikasnost rada slapišta pri računskom protoku i osetljivost njegovog rada na promenu nivoa donje vode. Merenjm brzine strujanja niizvodno od slapišta pokazano je da regulisano korito nije ugroženo. Fizičkim modelom je potvrđeno da se projektovano rešenje dobro ponaša za opseg ispitanih protok
PB  - Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju
C3  - Zbornik radova 19. savetovanja SDHI/SDH
T1  - Hidrauličko modeliranje brane sa stepenastim brzotokom - primer brane Sidi Naceur
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2613
ER  - 

@conference{
author = "Ljubičić, Robert and Đorđević, Filip and Zindović, Budo and Kapor, Radomir and Savić, Ljubodrag and Glišić, Radmilo and Dmitrović, Ivana",
year = "2021",
abstract = "U radu se prikazuju rezultati hidrauličkih modelskih ispitivanja glavnog evakuatora brane Sidi Naser. Na parcijalnom modelu proveren je kapacitet preliva za računski protok od 3708 m3/s. Na modelu je proverena efikasnost disipacije stepenastog brzotoka i visina razdelnih zidova. Takođe, ispitana je i efikasnost rada slapišta pri računskom protoku i osetljivost njegovog rada na promenu nivoa donje vode. Merenjm brzine strujanja niizvodno od slapišta pokazano je da regulisano korito nije ugroženo. Fizičkim modelom je potvrđeno da se projektovano rešenje dobro ponaša za opseg ispitanih protok",
publisher = "Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju",
journal = "Zbornik radova 19. savetovanja SDHI/SDH",
title = "Hidrauličko modeliranje brane sa stepenastim brzotokom - primer brane Sidi Naceur",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2613"
}

Ljubičić, R., Đorđević, F., Zindović, B., Kapor, R., Savić, L., Glišić, R.,& Dmitrović, I.. (2021). Hidrauličko modeliranje brane sa stepenastim brzotokom - primer brane Sidi Naceur. in Zbornik radova 19. savetovanja SDHI/SDH
Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju..
https://hdl.handle.net/21.15107/rcub_grafar_2613

Ljubičić R, Đorđević F, Zindović B, Kapor R, Savić L, Glišić R, Dmitrović I. Hidrauličko modeliranje brane sa stepenastim brzotokom - primer brane Sidi Naceur. in Zbornik radova 19. savetovanja SDHI/SDH. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2613 .

Ljubičić, Robert, Đorđević, Filip, Zindović, Budo, Kapor, Radomir, Savić, Ljubodrag, Glišić, Radmilo, Dmitrović, Ivana, "Hidrauličko modeliranje brane sa stepenastim brzotokom - primer brane Sidi Naceur" in Zbornik radova 19. savetovanja SDHI/SDH (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2613 .

TY  - CONF
AU  - Đorđević, Filip
AU  - Ljubičić, Robert
AU  - Zindović, Budo
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2614
AB  - Stepenasti brzotoci su dobri disipatori energije, posebno pri nižim vrednostima jediničnog protoka. Sa povećanjem jediničnog protoka, efikasnost disipacije se smanjuje što rezultuje većom preostalom energijom na ulazu u umirujući bazen. Da bi se smanjile dimenzije bazena a povećala pouzdanost i efikasnost njihovog rada, često se projektuju sa blokovima. Uticaj dimenzija, rasporeda i položaja blokova za umirenje za potrebe ovog rada, ispitan je na fizičkom modelu. Rezultati su pokazali da se efikasnost disipacije može poboljšati povećanjem broja blokova (npr. dva reda umesto jednog) i da je povoljnije ukoliko su najuzvodniji blokovi manji. Rezultati ukazuju i da veći broj zuba može značajno da poboljša i stabilnost toka nizvodno od hidrauličkog skoka i smanjiti prskanje. U narednim fazama, ispitivanja obuhvatili bi se i umirujući bazeni sa nagnutim dnom.
PB  - Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju
C3  - Zbornik radova 19. savetovanja SDHI/SDH
T1  - Uticaj veličine, rasporeda i položaja blokova umirujućeg bazena stepenastog brzotoka na preostalu energiju
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2614
ER  - 

@conference{
author = "Đorđević, Filip and Ljubičić, Robert and Zindović, Budo and Kapor, Radomir and Savić, Ljubodrag",
year = "2021",
abstract = "Stepenasti brzotoci su dobri disipatori energije, posebno pri nižim vrednostima jediničnog protoka. Sa povećanjem jediničnog protoka, efikasnost disipacije se smanjuje što rezultuje većom preostalom energijom na ulazu u umirujući bazen. Da bi se smanjile dimenzije bazena a povećala pouzdanost i efikasnost njihovog rada, često se projektuju sa blokovima. Uticaj dimenzija, rasporeda i položaja blokova za umirenje za potrebe ovog rada, ispitan je na fizičkom modelu. Rezultati su pokazali da se efikasnost disipacije može poboljšati povećanjem broja blokova (npr. dva reda umesto jednog) i da je povoljnije ukoliko su najuzvodniji blokovi manji. Rezultati ukazuju i da veći broj zuba može značajno da poboljša i stabilnost toka nizvodno od hidrauličkog skoka i smanjiti prskanje. U narednim fazama, ispitivanja obuhvatili bi se i umirujući bazeni sa nagnutim dnom.",
publisher = "Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju",
journal = "Zbornik radova 19. savetovanja SDHI/SDH",
title = "Uticaj veličine, rasporeda i položaja blokova umirujućeg bazena stepenastog brzotoka na preostalu energiju",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2614"
}

Đorđević, F., Ljubičić, R., Zindović, B., Kapor, R.,& Savić, L.. (2021). Uticaj veličine, rasporeda i položaja blokova umirujućeg bazena stepenastog brzotoka na preostalu energiju. in Zbornik radova 19. savetovanja SDHI/SDH
Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju..
https://hdl.handle.net/21.15107/rcub_grafar_2614

Đorđević F, Ljubičić R, Zindović B, Kapor R, Savić L. Uticaj veličine, rasporeda i položaja blokova umirujućeg bazena stepenastog brzotoka na preostalu energiju. in Zbornik radova 19. savetovanja SDHI/SDH. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2614 .

Đorđević, Filip, Ljubičić, Robert, Zindović, Budo, Kapor, Radomir, Savić, Ljubodrag, "Uticaj veličine, rasporeda i položaja blokova umirujućeg bazena stepenastog brzotoka na preostalu energiju" in Zbornik radova 19. savetovanja SDHI/SDH (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2614 .

TY  - JOUR
AU  - Ljubičić, Robert
AU  - Vićanović, Ivana
AU  - Zindović, Budo
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1976
AB  - High-frequency oscillations and high surface aeration, induced by the strong turbulence, make water depth measurement for hydraulic jumps a persistently challenging task. The investigation of the hydraulic jump behaviour persists as an important research theme, especially with regards to the stilling basin design. Reliable knowledge of time-averaged and extreme values along a depth profile can help develop an adequate design of a stilling basin, improve safety and aid the understanding of the jump phenomenon. This paper presents an attempt of mitigating certain limitations of existing depth measurement methods by adopting a non-intrusive computer vision-based approach to measuring water depth profile of a hydraulic jump. The proposed method analyses video data in order to detect the boundary between the air-water mixture and the laboratory flume wall. This is achieved by coupling two computer vision methods: (1) analysis of the vertical image gradients, and (2) general-purpose edge detection using a deep neural network model. While the gradient analysis technique alone can provide adequate results, its performance can be significantly improved in combination with a neural network model which incorporates a "human-like" vision in the algorithm. The model coupling reduces the likelihood of false detections and improves the overall detection accuracy. The proposed method is tested in two experiments with different degrees of jump aeration. Results show that the coupled model can reliably and accurately capture the instantaneous depth profile along the jump, with low sensitivity to image noise and flow aeration. The coupled model presented fewer false detections than the gradient-based model, and offered consistent performance in regions of high, as well as low aeration. The proposed approach allows for automated detection of the free-surface interface and expands the potential of computer vision-based measurement methods in hydraulics.
PB  - IOP
T2  - Measurement Science and Technology
T1  - Image processing for hydraulic jump free-surface detection: coupled gradient/machine learning model
DO  - 10.1088/1361-6501/ab8b22
ER  - 

@article{
author = "Ljubičić, Robert and Vićanović, Ivana and Zindović, Budo and Kapor, Radomir and Savić, Ljubodrag",
year = "2020",
abstract = "High-frequency oscillations and high surface aeration, induced by the strong turbulence, make water depth measurement for hydraulic jumps a persistently challenging task. The investigation of the hydraulic jump behaviour persists as an important research theme, especially with regards to the stilling basin design. Reliable knowledge of time-averaged and extreme values along a depth profile can help develop an adequate design of a stilling basin, improve safety and aid the understanding of the jump phenomenon. This paper presents an attempt of mitigating certain limitations of existing depth measurement methods by adopting a non-intrusive computer vision-based approach to measuring water depth profile of a hydraulic jump. The proposed method analyses video data in order to detect the boundary between the air-water mixture and the laboratory flume wall. This is achieved by coupling two computer vision methods: (1) analysis of the vertical image gradients, and (2) general-purpose edge detection using a deep neural network model. While the gradient analysis technique alone can provide adequate results, its performance can be significantly improved in combination with a neural network model which incorporates a "human-like" vision in the algorithm. The model coupling reduces the likelihood of false detections and improves the overall detection accuracy. The proposed method is tested in two experiments with different degrees of jump aeration. Results show that the coupled model can reliably and accurately capture the instantaneous depth profile along the jump, with low sensitivity to image noise and flow aeration. The coupled model presented fewer false detections than the gradient-based model, and offered consistent performance in regions of high, as well as low aeration. The proposed approach allows for automated detection of the free-surface interface and expands the potential of computer vision-based measurement methods in hydraulics.",
publisher = "IOP",
journal = "Measurement Science and Technology",
title = "Image processing for hydraulic jump free-surface detection: coupled gradient/machine learning model",
doi = "10.1088/1361-6501/ab8b22"
}

Ljubičić, R., Vićanović, I., Zindović, B., Kapor, R.,& Savić, L.. (2020). Image processing for hydraulic jump free-surface detection: coupled gradient/machine learning model. in Measurement Science and Technology
IOP..
https://doi.org/10.1088/1361-6501/ab8b22

Ljubičić R, Vićanović I, Zindović B, Kapor R, Savić L. Image processing for hydraulic jump free-surface detection: coupled gradient/machine learning model. in Measurement Science and Technology. 2020;.
doi:10.1088/1361-6501/ab8b22 .

Ljubičić, Robert, Vićanović, Ivana, Zindović, Budo, Kapor, Radomir, Savić, Ljubodrag, "Image processing for hydraulic jump free-surface detection: coupled gradient/machine learning model" in Measurement Science and Technology (2020),
https://doi.org/10.1088/1361-6501/ab8b22 . .

TY  - CONF
AU  - Ljubičić, Robert
AU  - Vićanović, Ivana
AU  - Zindović, Budo
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1868
AB  - Hydraulic jumps exhibit a high degree of free-surface oscillations, triggered by intense turbulence and aeration.
These processes are difficult to model numerically and are frequently investigated on a scale model. However,
measuring the oscillatory characteristics of the hydraulic jump is not without issues, as the majority of available
methods are not intended for tracking instantaneous depth profile or free-surface interface (FSI). Some methods
are limited to a selected set of few predetermined points, and are sensitive to variations of secondary
characteristics of the hydraulic jump: point gauges are sensitive to aeration rate and rate of the free-surface
changes, electroconductive and optical probes require direct contact with the air-water mixture (disrupting the
free surface), while the ultrasonic distance measurement accuracy is severely impacted by the shape of the
free surface and aeration rate. To alleviate these issues, we propose the application of the non-intrusive method
based on image processing techniques to detect the instantaneous FSI. The first step is to record the freesurface region in a series of images, with a predefined constant time shift. Subsequently, the FSI along the
hydraulic jump is detected in every image. Presented method was used to reconstruct temporal evolution of the
depth profile from the FSI position in the recorded images. The obtained dominant FSI oscillation frequencies
along the hydraulic jump show good agreement with previous research. Results also show that the proposed
approach is more robust than previously available methods – minor sensitivity to camera shooting angle, rate
of the free-surface change, surface aeration variability, etc. Method is also very simple, with only a few tunable
parameters, and affordable, as the only required equipment is a camera. The preprocessing and calibration
steps needed to obtain reliable data for further processing are also described. Using method presented in this
paper, one can gain a better understanding of the characteristics of the hydraulic jump: instantaneous and timeaveraged FSI profile, as well as the frequency spectrum of FSI variations along the hydraulic jump. This can be
useful for the design of hydraulic structures, in particular – the hydraulic jump stilling basins.
PB  - IAHR
C3  - E-proceedings of the 38th IAHR World Congress
T1  - Image Processing for Hydraulic Jump Free-Surface Detection
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1868
ER  - 

@conference{
author = "Ljubičić, Robert and Vićanović, Ivana and Zindović, Budo and Kapor, Radomir and Savić, Ljubodrag",
year = "2019",
abstract = "Hydraulic jumps exhibit a high degree of free-surface oscillations, triggered by intense turbulence and aeration.
These processes are difficult to model numerically and are frequently investigated on a scale model. However,
measuring the oscillatory characteristics of the hydraulic jump is not without issues, as the majority of available
methods are not intended for tracking instantaneous depth profile or free-surface interface (FSI). Some methods
are limited to a selected set of few predetermined points, and are sensitive to variations of secondary
characteristics of the hydraulic jump: point gauges are sensitive to aeration rate and rate of the free-surface
changes, electroconductive and optical probes require direct contact with the air-water mixture (disrupting the
free surface), while the ultrasonic distance measurement accuracy is severely impacted by the shape of the
free surface and aeration rate. To alleviate these issues, we propose the application of the non-intrusive method
based on image processing techniques to detect the instantaneous FSI. The first step is to record the freesurface region in a series of images, with a predefined constant time shift. Subsequently, the FSI along the
hydraulic jump is detected in every image. Presented method was used to reconstruct temporal evolution of the
depth profile from the FSI position in the recorded images. The obtained dominant FSI oscillation frequencies
along the hydraulic jump show good agreement with previous research. Results also show that the proposed
approach is more robust than previously available methods – minor sensitivity to camera shooting angle, rate
of the free-surface change, surface aeration variability, etc. Method is also very simple, with only a few tunable
parameters, and affordable, as the only required equipment is a camera. The preprocessing and calibration
steps needed to obtain reliable data for further processing are also described. Using method presented in this
paper, one can gain a better understanding of the characteristics of the hydraulic jump: instantaneous and timeaveraged FSI profile, as well as the frequency spectrum of FSI variations along the hydraulic jump. This can be
useful for the design of hydraulic structures, in particular – the hydraulic jump stilling basins.",
publisher = "IAHR",
journal = "E-proceedings of the 38th IAHR World Congress",
title = "Image Processing for Hydraulic Jump Free-Surface Detection",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1868"
}

Ljubičić, R., Vićanović, I., Zindović, B., Kapor, R.,& Savić, L.. (2019). Image Processing for Hydraulic Jump Free-Surface Detection. in E-proceedings of the 38th IAHR World Congress
IAHR..
https://hdl.handle.net/21.15107/rcub_grafar_1868

Ljubičić R, Vićanović I, Zindović B, Kapor R, Savić L. Image Processing for Hydraulic Jump Free-Surface Detection. in E-proceedings of the 38th IAHR World Congress. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_1868 .

Ljubičić, Robert, Vićanović, Ivana, Zindović, Budo, Kapor, Radomir, Savić, Ljubodrag, "Image Processing for Hydraulic Jump Free-Surface Detection" in E-proceedings of the 38th IAHR World Congress (2019),
https://hdl.handle.net/21.15107/rcub_grafar_1868 .

TY  - JOUR
AU  - Ljubičić, Robert
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Pavlović, Dragutin
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/940
AB  - The performance of flat stilling basins can be inadequate for conditions when the tailwater depth is insufficient for hydraulic jump stabilization. In such cases, adverse-slope stilling basins can be used because they reduce the necessary tailwater depth. Sloped basins combined with smooth chutes have been the subject of many studies. However, limited research has been done for basins with stepped chutes, which are characterized by intensive flow aeration and high energy dissipation. Based on our scale-model experimental measurements of depth, velocity, and air concentration, we present a momentum-based method to characterize such hydraulic jump: the sequent depth ratio, the length of hydraulic jump roller, and energy dissipation effectiveness. The proposed method provides better agreement with experimental data when compared to existing methods and can be used for preliminary design.
PB  - MDPI AG
T2  - Water
T1  - Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways
IS  - 4
VL  - 10
DO  - 10.3390/w10040460
ER  - 

@article{
author = "Ljubičić, Robert and Zindović, Budo and Vojt, Predrag and Pavlović, Dragutin and Kapor, Radomir and Savić, Ljubodrag",
year = "2018",
abstract = "The performance of flat stilling basins can be inadequate for conditions when the tailwater depth is insufficient for hydraulic jump stabilization. In such cases, adverse-slope stilling basins can be used because they reduce the necessary tailwater depth. Sloped basins combined with smooth chutes have been the subject of many studies. However, limited research has been done for basins with stepped chutes, which are characterized by intensive flow aeration and high energy dissipation. Based on our scale-model experimental measurements of depth, velocity, and air concentration, we present a momentum-based method to characterize such hydraulic jump: the sequent depth ratio, the length of hydraulic jump roller, and energy dissipation effectiveness. The proposed method provides better agreement with experimental data when compared to existing methods and can be used for preliminary design.",
publisher = "MDPI AG",
journal = "Water",
title = "Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways",
number = "4",
volume = "10",
doi = "10.3390/w10040460"
}

Ljubičić, R., Zindović, B., Vojt, P., Pavlović, D., Kapor, R.,& Savić, L.. (2018). Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways. in Water
MDPI AG., 10(4).
https://doi.org/10.3390/w10040460

Ljubičić R, Zindović B, Vojt P, Pavlović D, Kapor R, Savić L. Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways. in Water. 2018;10(4).
doi:10.3390/w10040460 .

Ljubičić, Robert, Zindović, Budo, Vojt, Predrag, Pavlović, Dragutin, Kapor, Radomir, Savić, Ljubodrag, "Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways" in Water, 10, no. 4 (2018),
https://doi.org/10.3390/w10040460 . .

TY  - JOUR
AU  - Rosić, Nikola
AU  - Kolarević, Milena
AU  - Savić, Ljubodrag
AU  - Đorđević, Dejana
AU  - Kapor, Radomir
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/836
AB  - The capability of the smoothed-particle hydrodynamics (SPH) method to model supercritical flow in circular pipe bends is considered. The standard SPH method, which makes use of dynamic boundary particles (DBP), is supplemented with the original algorithm for the treatment of open boundaries. The method is assessed through a comparison with measured free-surface profiles in a pipe bend, and already proposed regression curves for estimation of the flow-type in a pipe bend. The sensitivity of the model to different parameters is also evaluated. It is shown that an adequate choice of the artificial viscosity coefficient and the initial particle spacing can lead to correct presentation of the flow-type in a bend. Due to easiness of its implementation, the SPH method can be efficiently used in the design of circular conduits with supercritical flow in a bend, such as tunnel spillways, and bottom outlets of dams, or storm sewers.
PB  - China Ocean Press
T2  - Journal of Hydrodynamics
T1  - Numerical modelling of supercritical flow in circular conduit bends using SPH method
EP  - 352
IS  - 2
SP  - 344
VL  - 29
DO  - 10.1016/S1001-6058(16)60744-8
ER  - 

@article{
author = "Rosić, Nikola and Kolarević, Milena and Savić, Ljubodrag and Đorđević, Dejana and Kapor, Radomir",
year = "2017",
abstract = "The capability of the smoothed-particle hydrodynamics (SPH) method to model supercritical flow in circular pipe bends is considered. The standard SPH method, which makes use of dynamic boundary particles (DBP), is supplemented with the original algorithm for the treatment of open boundaries. The method is assessed through a comparison with measured free-surface profiles in a pipe bend, and already proposed regression curves for estimation of the flow-type in a pipe bend. The sensitivity of the model to different parameters is also evaluated. It is shown that an adequate choice of the artificial viscosity coefficient and the initial particle spacing can lead to correct presentation of the flow-type in a bend. Due to easiness of its implementation, the SPH method can be efficiently used in the design of circular conduits with supercritical flow in a bend, such as tunnel spillways, and bottom outlets of dams, or storm sewers.",
publisher = "China Ocean Press",
journal = "Journal of Hydrodynamics",
title = "Numerical modelling of supercritical flow in circular conduit bends using SPH method",
pages = "352-344",
number = "2",
volume = "29",
doi = "10.1016/S1001-6058(16)60744-8"
}

Rosić, N., Kolarević, M., Savić, L., Đorđević, D.,& Kapor, R.. (2017). Numerical modelling of supercritical flow in circular conduit bends using SPH method. in Journal of Hydrodynamics
China Ocean Press., 29(2), 344-352.
https://doi.org/10.1016/S1001-6058(16)60744-8

Rosić N, Kolarević M, Savić L, Đorđević D, Kapor R. Numerical modelling of supercritical flow in circular conduit bends using SPH method. in Journal of Hydrodynamics. 2017;29(2):344-352.
doi:10.1016/S1001-6058(16)60744-8 .

Rosić, Nikola, Kolarević, Milena, Savić, Ljubodrag, Đorđević, Dejana, Kapor, Radomir, "Numerical modelling of supercritical flow in circular conduit bends using SPH method" in Journal of Hydrodynamics, 29, no. 2 (2017):344-352,
https://doi.org/10.1016/S1001-6058(16)60744-8 . .

TY  - JOUR
AU  - Rosić, Nikola
AU  - Kolarević, Milena
AU  - Savić, Ljubodrag
AU  - Đorđević, Dejana
AU  - Kapor, Radomir
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2335
AB  - The capability of the smoothed-particle hydrodynamics (SPH) method to model supercritical flow in circular pipe bends is considered.  The  standard  SPH  method,  which  makes  use  of  dynamic  boundary  particles  (DBP),  is  supplemented  with  the  original  algorithm for the treatment of open boundaries. The method is assessed through a comparison with measured free-surface profiles in a pipe bend, and already proposed regression curves for estimation of the flow-type in a pipe bend. The sensitivity of the model to different parameters is also evaluated. It is shown that an adequate choice of the artificial viscosity coefficient and the initial particle spacing  can  lead  to  correct  presentation  of  the  flow-type  in  a  bend.  Due  to  easiness  of  its  implementation,  the  SPH  method  can  be  efficiently used in the design of circular conduits with supercritical flow in a bend, such as tunnel spillways, and bottom outlets of dams, or storm sewers.
PB  - China Ocean Press
T2  - Journal of Hydrodynamics
T1  - Numerical modelling of supercritical flow in circular conduit bends using SPH method
EP  - 352
IS  - 2
SP  - 344
VL  - 29
DO  - 10.1016/S1001-6058(16)60744-8
ER  - 

@article{
author = "Rosić, Nikola and Kolarević, Milena and Savić, Ljubodrag and Đorđević, Dejana and Kapor, Radomir",
year = "2017",
abstract = "The capability of the smoothed-particle hydrodynamics (SPH) method to model supercritical flow in circular pipe bends is considered.  The  standard  SPH  method,  which  makes  use  of  dynamic  boundary  particles  (DBP),  is  supplemented  with  the  original  algorithm for the treatment of open boundaries. The method is assessed through a comparison with measured free-surface profiles in a pipe bend, and already proposed regression curves for estimation of the flow-type in a pipe bend. The sensitivity of the model to different parameters is also evaluated. It is shown that an adequate choice of the artificial viscosity coefficient and the initial particle spacing  can  lead  to  correct  presentation  of  the  flow-type  in  a  bend.  Due  to  easiness  of  its  implementation,  the  SPH  method  can  be  efficiently used in the design of circular conduits with supercritical flow in a bend, such as tunnel spillways, and bottom outlets of dams, or storm sewers.",
publisher = "China Ocean Press",
journal = "Journal of Hydrodynamics",
title = "Numerical modelling of supercritical flow in circular conduit bends using SPH method",
pages = "352-344",
number = "2",
volume = "29",
doi = "10.1016/S1001-6058(16)60744-8"
}

Rosić, N., Kolarević, M., Savić, L., Đorđević, D.,& Kapor, R.. (2017). Numerical modelling of supercritical flow in circular conduit bends using SPH method. in Journal of Hydrodynamics
China Ocean Press., 29(2), 344-352.
https://doi.org/10.1016/S1001-6058(16)60744-8

Rosić N, Kolarević M, Savić L, Đorđević D, Kapor R. Numerical modelling of supercritical flow in circular conduit bends using SPH method. in Journal of Hydrodynamics. 2017;29(2):344-352.
doi:10.1016/S1001-6058(16)60744-8 .

Rosić, Nikola, Kolarević, Milena, Savić, Ljubodrag, Đorđević, Dejana, Kapor, Radomir, "Numerical modelling of supercritical flow in circular conduit bends using SPH method" in Journal of Hydrodynamics, 29, no. 2 (2017):344-352,
https://doi.org/10.1016/S1001-6058(16)60744-8 . .

TY  - CONF
AU  - Ljubičić, Robert
AU  - Babić, Filip
AU  - Zindović, Budo
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1523
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
T1  - Estimation of downstream sequent depth in B-F hydraulic jumps for stilling basins of stepped spillways
T1  - Proračun spregnute dubine u hidrauličkom skoku B-F tipa kod umirujućih bazena stepenastih brzotoka
EP  - 644
SP  - 635
VL  - 33
DO  - 10.14415/konferencijagfs2017.068
ER  - 

@conference{
author = "Ljubičić, Robert and Babić, Filip and Zindović, Budo and Kapor, Radomir and Savić, Ljubodrag",
year = "2017",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017",
title = "Estimation of downstream sequent depth in B-F hydraulic jumps for stilling basins of stepped spillways, Proračun spregnute dubine u hidrauličkom skoku B-F tipa kod umirujućih bazena stepenastih brzotoka",
pages = "644-635",
volume = "33",
doi = "10.14415/konferencijagfs2017.068"
}

Ljubičić, R., Babić, F., Zindović, B., Kapor, R.,& Savić, L.. (2017). Estimation of downstream sequent depth in B-F hydraulic jumps for stilling basins of stepped spillways. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017
Građevinski fakultet, Subotica., 33, 635-644.
https://doi.org/10.14415/konferencijagfs2017.068

Ljubičić R, Babić F, Zindović B, Kapor R, Savić L. Estimation of downstream sequent depth in B-F hydraulic jumps for stilling basins of stepped spillways. in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017. 2017;33:635-644.
doi:10.14415/konferencijagfs2017.068 .

Ljubičić, Robert, Babić, Filip, Zindović, Budo, Kapor, Radomir, Savić, Ljubodrag, "Estimation of downstream sequent depth in B-F hydraulic jumps for stilling basins of stepped spillways" in Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017, 33 (2017):635-644,
https://doi.org/10.14415/konferencijagfs2017.068 . .

TY  - JOUR
AU  - Horvat, Zoltan
AU  - Horvat, Mirjana
AU  - Rosić, Nikola
AU  - Zindović, Budo
AU  - Kapor, Radomir
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/859
AB  - Results obtained by analysis of three different approaches to numerical modelling of open watercourses are presented in the paper. Two examples of flow, uniform flow on the physical model of a curve at the Tisza River and nonuniform flow at the Danube River, are analysed. Standard error analysis has revealed that results of the similar order of magnitude are obtained in implementation of two numerical methods in which computational grids are used, while the method in which computational grid is not used, i.e. the smoothed particle hydrodynamics method, requires further improvements to enable successful modelling of the gradually variable flow.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Građevinar
T1  - Different approaches to two-dimensional numerical modelling of natural watercourses
EP  - 1135
IS  - 12
SP  - 1125
VL  - 69
DO  - 10.14256/JCE.1556.2016
ER  - 

@article{
author = "Horvat, Zoltan and Horvat, Mirjana and Rosić, Nikola and Zindović, Budo and Kapor, Radomir",
year = "2017",
abstract = "Results obtained by analysis of three different approaches to numerical modelling of open watercourses are presented in the paper. Two examples of flow, uniform flow on the physical model of a curve at the Tisza River and nonuniform flow at the Danube River, are analysed. Standard error analysis has revealed that results of the similar order of magnitude are obtained in implementation of two numerical methods in which computational grids are used, while the method in which computational grid is not used, i.e. the smoothed particle hydrodynamics method, requires further improvements to enable successful modelling of the gradually variable flow.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Different approaches to two-dimensional numerical modelling of natural watercourses",
pages = "1135-1125",
number = "12",
volume = "69",
doi = "10.14256/JCE.1556.2016"
}

Horvat, Z., Horvat, M., Rosić, N., Zindović, B.,& Kapor, R.. (2017). Different approaches to two-dimensional numerical modelling of natural watercourses. in Građevinar
Union of Croatian Civil Engineers and Technicians., 69(12), 1125-1135.
https://doi.org/10.14256/JCE.1556.2016

Horvat Z, Horvat M, Rosić N, Zindović B, Kapor R. Different approaches to two-dimensional numerical modelling of natural watercourses. in Građevinar. 2017;69(12):1125-1135.
doi:10.14256/JCE.1556.2016 .

Horvat, Zoltan, Horvat, Mirjana, Rosić, Nikola, Zindović, Budo, Kapor, Radomir, "Different approaches to two-dimensional numerical modelling of natural watercourses" in Građevinar, 69, no. 12 (2017):1125-1135,
https://doi.org/10.14256/JCE.1556.2016 . .

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  - Starinac, Danica
AU  - Vojt, Predrag
AU  - Damnjanović, Marijana
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
AU  - Zindović, Budo
AU  - Žugić, Dragića
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1420
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  - Ispitivanja lavirint preliva na dva fizička modela različitih razmera
EP  - 201
SP  - 183
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1420
ER  - 

@conference{
author = "Starinac, Danica and Vojt, Predrag and Damnjanović, Marijana and Kapor, Radomir and Savić, Ljubodrag and Zindović, Budo and Žugić, Dragića",
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 = "Ispitivanja lavirint preliva na dva fizička modela različitih razmera",
pages = "201-183",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1420"
}

Starinac, D., Vojt, P., Damnjanović, M., Kapor, R., Savić, L., Zindović, B.,& Žugić, D.. (2016). Ispitivanja lavirint preliva na dva fizička modela različitih razmera. 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., 183-201.
https://hdl.handle.net/21.15107/rcub_grafar_1420

Starinac D, Vojt P, Damnjanović M, Kapor R, Savić L, Zindović B, Žugić D. Ispitivanja lavirint preliva na dva fizička modela različitih razmera. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:183-201.
https://hdl.handle.net/21.15107/rcub_grafar_1420 .

Starinac, Danica, Vojt, Predrag, Damnjanović, Marijana, Kapor, Radomir, Savić, Ljubodrag, Zindović, Budo, Žugić, Dragića, "Ispitivanja lavirint preliva na dva fizička modela različitih razmera" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):183-201,
https://hdl.handle.net/21.15107/rcub_grafar_1420 .

TY  - JOUR
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/779
AB  - Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with different step heights and convergence angles. Results show that the height and the width of the standing wave increase with the increase of the convergence angle. Air concentration decreases while the air-water mixture velocity and residual energy head increase in the vicinity of the converging wall and gradually attain the values for the undisturbed flow outside the standing wave. Compared to the prismatic chutes of equal upstream width, converging spillways are less efficient energy dissipators. Equations for predicting the maximum flow depth and the width-averaged residual energy are proposed.
PB  - Taylor and Francis Ltd.
T2  - Journal of Hydraulic Research
T1  - Converging stepped spillway flow
EP  - 707
IS  - 6
SP  - 699
VL  - 54
DO  - 10.1080/00221686.2016.1196754
ER  - 

@article{
author = "Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Savić, Ljubodrag",
year = "2016",
abstract = "Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with different step heights and convergence angles. Results show that the height and the width of the standing wave increase with the increase of the convergence angle. Air concentration decreases while the air-water mixture velocity and residual energy head increase in the vicinity of the converging wall and gradually attain the values for the undisturbed flow outside the standing wave. Compared to the prismatic chutes of equal upstream width, converging spillways are less efficient energy dissipators. Equations for predicting the maximum flow depth and the width-averaged residual energy are proposed.",
publisher = "Taylor and Francis Ltd.",
journal = "Journal of Hydraulic Research",
title = "Converging stepped spillway flow",
pages = "707-699",
number = "6",
volume = "54",
doi = "10.1080/00221686.2016.1196754"
}

Zindović, B., Vojt, P., Kapor, R.,& Savić, L.. (2016). Converging stepped spillway flow. in Journal of Hydraulic Research
Taylor and Francis Ltd.., 54(6), 699-707.
https://doi.org/10.1080/00221686.2016.1196754

Zindović B, Vojt P, Kapor R, Savić L. Converging stepped spillway flow. in Journal of Hydraulic Research. 2016;54(6):699-707.
doi:10.1080/00221686.2016.1196754 .

Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Savić, Ljubodrag, "Converging stepped spillway flow" in Journal of Hydraulic Research, 54, no. 6 (2016):699-707,
https://doi.org/10.1080/00221686.2016.1196754 . .

TY  - CONF
AU  - Milovanović, B.
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/123456789/1453
PB  - Univerzitet u Beogradu, Građevinski fakultet, Beograd
C3  - Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1453
ER  - 

@conference{
author = "Milovanović, B. 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",
title = "Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1453"
}

Milovanović, B., Zindović, B., Vojt, P., Kapor, R., Kuzmanović, V.,& Savić, L.. (2016). Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu, Građevinski fakultet, Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_1453

Milovanović B, Zindović B, Vojt P, Kapor R, Kuzmanović V, Savić L. Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_1453 .

Milovanović, B., Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Kuzmanović, Vladan, Savić, Ljubodrag, "Zavisnost hidrodinamičkih pritisaka u slapištu od veličine stepenika stepenastog brzotoka" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2016),
https://hdl.handle.net/21.15107/rcub_grafar_1453 .

TY  - CONF
AU  - Lučić, Milena
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Mladenović, Nikola
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1472
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  - Numeričko modeliranje burnog tečenja u provodniku sa horizontalnom krivinom
EP  - 64
SP  - 52
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1472
ER  - 

@conference{
author = "Lučić, Milena and Savić, Ljubodrag and Kapor, Radomir and Mladenović, Nikola",
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 = "Numeričko modeliranje burnog tečenja u provodniku sa horizontalnom krivinom",
pages = "64-52",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1472"
}

Lučić, M., Savić, L., Kapor, R.,& Mladenović, N.. (2016). Numeričko modeliranje burnog tečenja u provodniku sa horizontalnom krivinom. 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., 52-64.
https://hdl.handle.net/21.15107/rcub_grafar_1472

Lučić M, Savić L, Kapor R, Mladenović N. Numeričko modeliranje burnog tečenja u provodniku sa horizontalnom krivinom. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:52-64.
https://hdl.handle.net/21.15107/rcub_grafar_1472 .

Lučić, Milena, Savić, Ljubodrag, Kapor, Radomir, Mladenović, Nikola, "Numeričko modeliranje burnog tečenja u provodniku sa horizontalnom krivinom" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):52-64,
https://hdl.handle.net/21.15107/rcub_grafar_1472 .

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  - CONF
AU  - Lučić, Milena
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Mladenović, Nikola
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1373
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  - Burno tečenje u horizontalnoj krivini zatvorenog provodnika
EP  - 243
SP  - 230
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1373
ER  - 

@conference{
author = "Lučić, Milena and Savić, Ljubodrag and Kapor, Radomir and Mladenović, Nikola",
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 = "Burno tečenje u horizontalnoj krivini zatvorenog provodnika",
pages = "243-230",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1373"
}

Lučić, M., Savić, L., Kapor, R.,& Mladenović, N.. (2016). Burno tečenje u horizontalnoj krivini zatvorenog provodnika. 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., 230-243.
https://hdl.handle.net/21.15107/rcub_grafar_1373

Lučić M, Savić L, Kapor R, Mladenović N. Burno tečenje u horizontalnoj krivini zatvorenog provodnika. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:230-243.
https://hdl.handle.net/21.15107/rcub_grafar_1373 .

Lučić, Milena, Savić, Ljubodrag, Kapor, Radomir, Mladenović, Nikola, "Burno tečenje u horizontalnoj krivini zatvorenog provodnika" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):230-243,
https://hdl.handle.net/21.15107/rcub_grafar_1373 .

TY  - JOUR
AU  - Kolarevic, Milena
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Mladenovic, Nikola
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1069
T2  - Journal of Hydraulic Research
T1  - Closure to “Supercritical flow in circular conduit bends”
EP  - 241
IS  - 2
SP  - 240
VL  - 54
DO  - 10.1080/00221686.2016.1143883
ER  - 

@article{
author = "Kolarevic, Milena and Savić, Ljubodrag and Kapor, Radomir and Mladenovic, Nikola",
year = "2016",
journal = "Journal of Hydraulic Research",
title = "Closure to “Supercritical flow in circular conduit bends”",
pages = "241-240",
number = "2",
volume = "54",
doi = "10.1080/00221686.2016.1143883"
}

Kolarevic, M., Savić, L., Kapor, R.,& Mladenovic, N.. (2016). Closure to “Supercritical flow in circular conduit bends”. in Journal of Hydraulic Research, 54(2), 240-241.
https://doi.org/10.1080/00221686.2016.1143883

Kolarevic M, Savić L, Kapor R, Mladenovic N. Closure to “Supercritical flow in circular conduit bends”. in Journal of Hydraulic Research. 2016;54(2):240-241.
doi:10.1080/00221686.2016.1143883 .

Kolarevic, Milena, Savić, Ljubodrag, Kapor, Radomir, Mladenovic, Nikola, "Closure to “Supercritical flow in circular conduit bends”" in Journal of Hydraulic Research, 54, no. 2 (2016):240-241,
https://doi.org/10.1080/00221686.2016.1143883 . .

TY  - CONF
AU  - Lučić, Milena
AU  - Savić, Ljubodrag
AU  - Kapor, Radomir
AU  - Mladenović, Nikola
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1361
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  - Gubitak energije pri helikoidnom tečenju u zatvorenom provodniku sa krivinom
EP  - 253
SP  - 244
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1361
ER  - 

@conference{
author = "Lučić, Milena and Savić, Ljubodrag and Kapor, Radomir and Mladenović, Nikola",
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 = "Gubitak energije pri helikoidnom tečenju u zatvorenom provodniku sa krivinom",
pages = "253-244",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1361"
}

Lučić, M., Savić, L., Kapor, R.,& Mladenović, N.. (2016). Gubitak energije pri helikoidnom tečenju u zatvorenom provodniku sa krivinom. 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., 244-253.
https://hdl.handle.net/21.15107/rcub_grafar_1361

Lučić M, Savić L, Kapor R, Mladenović N. Gubitak energije pri helikoidnom tečenju u zatvorenom provodniku sa krivinom. in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:244-253.
https://hdl.handle.net/21.15107/rcub_grafar_1361 .

Lučić, Milena, Savić, Ljubodrag, Kapor, Radomir, Mladenović, Nikola, "Gubitak energije pri helikoidnom tečenju u zatvorenom provodniku sa krivinom" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):244-253,
https://hdl.handle.net/21.15107/rcub_grafar_1361 .

TY  - CONF
AU  - Kapor, Radomir
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1371
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  - In Memoriam Kosta Ðonin (1922-2012)
EP  - 940
SP  - 939
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1371
ER  - 

@conference{
author = "Kapor, Radomir",
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 = "In Memoriam Kosta Ðonin (1922-2012)",
pages = "940-939",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1371"
}

Kapor, R.. (2016). In Memoriam Kosta Ðonin (1922-2012). 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., 939-940.
https://hdl.handle.net/21.15107/rcub_grafar_1371

Kapor R. In Memoriam Kosta Ðonin (1922-2012). in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015.. 2016;:939-940.
https://hdl.handle.net/21.15107/rcub_grafar_1371 .

Kapor, Radomir, "In Memoriam Kosta Ðonin (1922-2012)" in Zbornik radova 17. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju, Vršac, 5-6. oktobar 2015. (2016):939-940,
https://hdl.handle.net/21.15107/rcub_grafar_1371 .

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  - 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  - CONF
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1328
PB  - Belgrade
C3  - Proceedings of the IWA 7th Eastern European Young Water Professionals Conference, Belgrade, Serbia, 17-19 September
T1  - Scale and numerical modelling of the converging stepped spillway flow
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1328
ER  - 

@conference{
author = "Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Savić, Ljubodrag",
year = "2015",
publisher = "Belgrade",
journal = "Proceedings of the IWA 7th Eastern European Young Water Professionals Conference, Belgrade, Serbia, 17-19 September",
title = "Scale and numerical modelling of the converging stepped spillway flow",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1328"
}

Zindović, B., Vojt, P., Kapor, R.,& Savić, L.. (2015). Scale and numerical modelling of the converging stepped spillway flow. in Proceedings of the IWA 7th Eastern European Young Water Professionals Conference, Belgrade, Serbia, 17-19 September
Belgrade..
https://hdl.handle.net/21.15107/rcub_grafar_1328

Zindović B, Vojt P, Kapor R, Savić L. Scale and numerical modelling of the converging stepped spillway flow. in Proceedings of the IWA 7th Eastern European Young Water Professionals Conference, Belgrade, Serbia, 17-19 September. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1328 .

Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Savić, Ljubodrag, "Scale and numerical modelling of the converging stepped spillway flow" in Proceedings of the IWA 7th Eastern European Young Water Professionals Conference, Belgrade, Serbia, 17-19 September (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1328 .