TY  - BOOK
AU  - Jovanović, Miodrag
AU  - Đorđević, Dejana
AU  - Rosić, Nikola
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3255
PB  - Univerzitet u Beogradu, Građevinski fakultet
T2  - Univerzitet u Beogradu, Građevinski fakultet
T1  - Plovni putevi i pristaništa kroz rešene primere
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3255
ER  - 

@book{
author = "Jovanović, Miodrag and Đorđević, Dejana and Rosić, Nikola",
year = "2023",
publisher = "Univerzitet u Beogradu, Građevinski fakultet",
journal = "Univerzitet u Beogradu, Građevinski fakultet",
title = "Plovni putevi i pristaništa kroz rešene primere",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3255"
}

Jovanović, M., Đorđević, D.,& Rosić, N.. (2023). Plovni putevi i pristaništa kroz rešene primere. in Univerzitet u Beogradu, Građevinski fakultet
Univerzitet u Beogradu, Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_grafar_3255

Jovanović M, Đorđević D, Rosić N. Plovni putevi i pristaništa kroz rešene primere. in Univerzitet u Beogradu, Građevinski fakultet. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3255 .

Jovanović, Miodrag, Đorđević, Dejana, Rosić, Nikola, "Plovni putevi i pristaništa kroz rešene primere" in Univerzitet u Beogradu, Građevinski fakultet (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3255 .

TY  - BOOK
AU  - Janković, Ljiljana
AU  - Savić, Ljubodrag
AU  - Đikanović, Vesna
AU  - Plavšić, Jasna
AU  - Kuzmanović, Vladan
AU  - Jovanović, Miodrag
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2427
PB  - Univerzitet u Beogradu, Građevinski fakultet
T2  - Univerzitet u Beogradu, Građevinski fakultet
T1  - Riblje staze
UR  - https://hdl.handle.net/21.15107/rcub_ibiss_4834
ER  - 

@book{
author = "Janković, Ljiljana and Savić, Ljubodrag and Đikanović, Vesna and Plavšić, Jasna and Kuzmanović, Vladan and Jovanović, Miodrag",
year = "2020",
publisher = "Univerzitet u Beogradu, Građevinski fakultet",
journal = "Univerzitet u Beogradu, Građevinski fakultet",
title = "Riblje staze",
url = "https://hdl.handle.net/21.15107/rcub_ibiss_4834"
}

Janković, L., Savić, L., Đikanović, V., Plavšić, J., Kuzmanović, V.,& Jovanović, M.. (2020). Riblje staze. in Univerzitet u Beogradu, Građevinski fakultet
Univerzitet u Beogradu, Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_ibiss_4834

Janković L, Savić L, Đikanović V, Plavšić J, Kuzmanović V, Jovanović M. Riblje staze. in Univerzitet u Beogradu, Građevinski fakultet. 2020;.
https://hdl.handle.net/21.15107/rcub_ibiss_4834 .

Janković, Ljiljana, Savić, Ljubodrag, Đikanović, Vesna, Plavšić, Jasna, Kuzmanović, Vladan, Jovanović, Miodrag, "Riblje staze" in Univerzitet u Beogradu, Građevinski fakultet (2020),
https://hdl.handle.net/21.15107/rcub_ibiss_4834 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Prodanović, Dušan
AU  - Plavšić, Jasna
AU  - Rosić, Nikola
AU  - Srna, Predrag
AU  - Radovanović, Miloš
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/571
AB  - This paper deals with problems of creating flood hazard maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard maps for municipality Čačak in Serbia is used as an illustrative example of how to solve various problems facing such projects.
AB  - U ovom radu se razmatra problematika izrade karata ugroženosti od poplava, sa osvrtom na metodološka načela i konkretne probleme primene tih načela u praksi. Kao ilustrativan primer korišćena je izrada karata ugroženosti od poplava na području opštine Čačak. Izneta su iskustva u vezi sa rešavanjem niza problema koji su se javili u toku realizacije ovog projekta.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Problems in creating flood hazard maps
T1  - Problemi pri izradi karata ugroženosti od poplava
EP  - 13
IS  - 1-6
SP  - 3
VL  - 46
UR  - https://hdl.handle.net/21.15107/rcub_grafar_571
ER  - 

@article{
author = "Jovanović, Miodrag and Prodanović, Dušan and Plavšić, Jasna and Rosić, Nikola and Srna, Predrag and Radovanović, Miloš",
year = "2014",
abstract = "This paper deals with problems of creating flood hazard maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard maps for municipality Čačak in Serbia is used as an illustrative example of how to solve various problems facing such projects., U ovom radu se razmatra problematika izrade karata ugroženosti od poplava, sa osvrtom na metodološka načela i konkretne probleme primene tih načela u praksi. Kao ilustrativan primer korišćena je izrada karata ugroženosti od poplava na području opštine Čačak. Izneta su iskustva u vezi sa rešavanjem niza problema koji su se javili u toku realizacije ovog projekta.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Problems in creating flood hazard maps, Problemi pri izradi karata ugroženosti od poplava",
pages = "13-3",
number = "1-6",
volume = "46",
url = "https://hdl.handle.net/21.15107/rcub_grafar_571"
}

Jovanović, M., Prodanović, D., Plavšić, J., Rosić, N., Srna, P.,& Radovanović, M.. (2014). Problems in creating flood hazard maps. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 46(1-6), 3-13.
https://hdl.handle.net/21.15107/rcub_grafar_571

Jovanović M, Prodanović D, Plavšić J, Rosić N, Srna P, Radovanović M. Problems in creating flood hazard maps. in Vodoprivreda. 2014;46(1-6):3-13.
https://hdl.handle.net/21.15107/rcub_grafar_571 .

Jovanović, Miodrag, Prodanović, Dušan, Plavšić, Jasna, Rosić, Nikola, Srna, Predrag, Radovanović, Miloš, "Problems in creating flood hazard maps" in Vodoprivreda, 46, no. 1-6 (2014):3-13,
https://hdl.handle.net/21.15107/rcub_grafar_571 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Prodanović, Dušan
AU  - Plavšić, Jasna
AU  - Rosić, Nikola
AU  - Srna, Predrag
AU  - Radovanović, Miloš
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/582
AB  - This paper deals with problems of creating flood risk maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard and flood risk maps for municipality Čačak in Serbia is used as an illustrative example of how to solve various problems facing such projects.
AB  - U ovom radu se razmatra problematika izrade karata rizika od poplava, sa osvrtom na metodološka načela i konkretne probleme primene tih načela u praksi. Kao ilustrativan primer korišćena je izrada karata rizika od poplava na području opštine Čačak. Izneta su iskustva u vezi sa rešavanjem niza problema koji su se javili u toku realizacije ovog projekta.
PB  - Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd
T2  - Voda i sanitarna tehnika
T1  - One example of creating flood risk maps in Serbia
T1  - Jedan primer kartiranja rizika od poplava u Srbiji
EP  - 70
IS  - 5-6
SP  - 63
VL  - 44
UR  - https://hdl.handle.net/21.15107/rcub_grafar_582
ER  - 

@article{
author = "Jovanović, Miodrag and Prodanović, Dušan and Plavšić, Jasna and Rosić, Nikola and Srna, Predrag and Radovanović, Miloš",
year = "2014",
abstract = "This paper deals with problems of creating flood risk maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard and flood risk maps for municipality Čačak in Serbia is used as an illustrative example of how to solve various problems facing such projects., U ovom radu se razmatra problematika izrade karata rizika od poplava, sa osvrtom na metodološka načela i konkretne probleme primene tih načela u praksi. Kao ilustrativan primer korišćena je izrada karata rizika od poplava na području opštine Čačak. Izneta su iskustva u vezi sa rešavanjem niza problema koji su se javili u toku realizacije ovog projekta.",
publisher = "Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd",
journal = "Voda i sanitarna tehnika",
title = "One example of creating flood risk maps in Serbia, Jedan primer kartiranja rizika od poplava u Srbiji",
pages = "70-63",
number = "5-6",
volume = "44",
url = "https://hdl.handle.net/21.15107/rcub_grafar_582"
}

Jovanović, M., Prodanović, D., Plavšić, J., Rosić, N., Srna, P.,& Radovanović, M.. (2014). One example of creating flood risk maps in Serbia. in Voda i sanitarna tehnika
Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd., 44(5-6), 63-70.
https://hdl.handle.net/21.15107/rcub_grafar_582

Jovanović M, Prodanović D, Plavšić J, Rosić N, Srna P, Radovanović M. One example of creating flood risk maps in Serbia. in Voda i sanitarna tehnika. 2014;44(5-6):63-70.
https://hdl.handle.net/21.15107/rcub_grafar_582 .

Jovanović, Miodrag, Prodanović, Dušan, Plavšić, Jasna, Rosić, Nikola, Srna, Predrag, Radovanović, Miloš, "One example of creating flood risk maps in Serbia" in Voda i sanitarna tehnika, 44, no. 5-6 (2014):63-70,
https://hdl.handle.net/21.15107/rcub_grafar_582 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Zindović, Budo
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/476
AB  - Construction of the new cable stayed bridge on the Sava River in Belgrade - the 'Ada Bridge', required extensive foundation works at the entrance of the Ada Bay, with two environmentally unfavourable consequences -increased siltation of the Bay entrance, and dislodgement of protected bird species (the pygmy cormorant). This paper deals with actions undertaken in order to resolve these unfavourable environmental impacts. Numerical 2D flow simulations were done in order to design a reconstructed Bay entrance with reduced siltation, and to shape the existing sand bars to become, after backfilling and planting, a renewed habitat for the protected bird species.
AB  - Izgradnja Mosta na Adi iziskivala je obimne radove na ulazu u Čukarički zaliv, sa dva nepovoljna uticaja po životnu sredinu - povećano zasipanje ulaza u Zaliv i proterivanje zaštićene ptičje vrste - 'malog vranca', sa njegovog staništa na špicu Ade. Ovaj članak opisuje aktivnosti na otklanjanju ovih nepoželjnih uticaja. Na osnovu proračuna kapaciteta unošenja i istaložavanja rečnog nanosa na ulazu u Zaliv, projektovano je takvo uređenje obala koje istovremeno zadovoljava određene uslove u pogledu režima strujanja vode i nanosa, ornitološke uslove obnove staništa, kao i estetske uslove regulacije obale oko pilona mosta.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Environmental impact assessment of construction of the Ada bridge
T1  - Analiza nekih uticaja na životnu sredinu izgradnje mosta na Adi
EP  - 213
IS  - 4-6
SP  - 207
VL  - 44
UR  - https://hdl.handle.net/21.15107/rcub_grafar_476
ER  - 

@article{
author = "Jovanović, Miodrag and Kapor, Radomir and Zindović, Budo",
year = "2012",
abstract = "Construction of the new cable stayed bridge on the Sava River in Belgrade - the 'Ada Bridge', required extensive foundation works at the entrance of the Ada Bay, with two environmentally unfavourable consequences -increased siltation of the Bay entrance, and dislodgement of protected bird species (the pygmy cormorant). This paper deals with actions undertaken in order to resolve these unfavourable environmental impacts. Numerical 2D flow simulations were done in order to design a reconstructed Bay entrance with reduced siltation, and to shape the existing sand bars to become, after backfilling and planting, a renewed habitat for the protected bird species., Izgradnja Mosta na Adi iziskivala je obimne radove na ulazu u Čukarički zaliv, sa dva nepovoljna uticaja po životnu sredinu - povećano zasipanje ulaza u Zaliv i proterivanje zaštićene ptičje vrste - 'malog vranca', sa njegovog staništa na špicu Ade. Ovaj članak opisuje aktivnosti na otklanjanju ovih nepoželjnih uticaja. Na osnovu proračuna kapaciteta unošenja i istaložavanja rečnog nanosa na ulazu u Zaliv, projektovano je takvo uređenje obala koje istovremeno zadovoljava određene uslove u pogledu režima strujanja vode i nanosa, ornitološke uslove obnove staništa, kao i estetske uslove regulacije obale oko pilona mosta.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Environmental impact assessment of construction of the Ada bridge, Analiza nekih uticaja na životnu sredinu izgradnje mosta na Adi",
pages = "213-207",
number = "4-6",
volume = "44",
url = "https://hdl.handle.net/21.15107/rcub_grafar_476"
}

Jovanović, M., Kapor, R.,& Zindović, B.. (2012). Environmental impact assessment of construction of the Ada bridge. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 44(4-6), 207-213.
https://hdl.handle.net/21.15107/rcub_grafar_476

Jovanović M, Kapor R, Zindović B. Environmental impact assessment of construction of the Ada bridge. in Vodoprivreda. 2012;44(4-6):207-213.
https://hdl.handle.net/21.15107/rcub_grafar_476 .

Jovanović, Miodrag, Kapor, Radomir, Zindović, Budo, "Environmental impact assessment of construction of the Ada bridge" in Vodoprivreda, 44, no. 4-6 (2012):207-213,
https://hdl.handle.net/21.15107/rcub_grafar_476 .

TY  - JOUR
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Đorđević, Dejana
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/334
AB  - This paper deals with the analysis of the flow field in the vicinity of an intake structure. It is shown that flow and psamological characteristics can be determined successfully by 2D and 3D numerical models. Determining the influence of measures for reducing sediment deposition inside the structure was considered as most important. One such measure, a bar located upstream of the intake mouth, proved to be the most difficult task for 2D model. For illustration, results are presented related to the water supply intake 'Makiš' on the Sava River.
AB  - Rad govori o mogućnostima analize strujnog polja u okolini ulaznih građevina pomoću modela ravanskog i prostornog tečenja. Pokazano je da se numeričkim modelima mogu efikasno odrediti hidrauličke i psamološke karakteristike rečnog toka. Posebna pažnja posvećena je određivanju uticaja praga uzvodno od ulaza, koji služi kao mera za smanjenje uvlačenja nanosa. Na primeru vodozahvata 'Makiš' na reci Savi, ilustrovano je uspešno rešavanje problema određivanja posledica izazvanih povećanjem njegovog kapaciteta.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Numerical simulation of the flow field in the vicinity of an intake structure
T1  - Numerička simulacija strujnog polja u blizini vodozahvata
EP  - 163
IS  - 4-6
SP  - 157
VL  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_334
ER  - 

@article{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Đorđević, Dejana",
year = "2010",
abstract = "This paper deals with the analysis of the flow field in the vicinity of an intake structure. It is shown that flow and psamological characteristics can be determined successfully by 2D and 3D numerical models. Determining the influence of measures for reducing sediment deposition inside the structure was considered as most important. One such measure, a bar located upstream of the intake mouth, proved to be the most difficult task for 2D model. For illustration, results are presented related to the water supply intake 'Makiš' on the Sava River., Rad govori o mogućnostima analize strujnog polja u okolini ulaznih građevina pomoću modela ravanskog i prostornog tečenja. Pokazano je da se numeričkim modelima mogu efikasno odrediti hidrauličke i psamološke karakteristike rečnog toka. Posebna pažnja posvećena je određivanju uticaja praga uzvodno od ulaza, koji služi kao mera za smanjenje uvlačenja nanosa. Na primeru vodozahvata 'Makiš' na reci Savi, ilustrovano je uspešno rešavanje problema određivanja posledica izazvanih povećanjem njegovog kapaciteta.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Numerical simulation of the flow field in the vicinity of an intake structure, Numerička simulacija strujnog polja u blizini vodozahvata",
pages = "163-157",
number = "4-6",
volume = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_334"
}

Zindović, B., Jovanović, M., Kapor, R., Prodanović, D.,& Đorđević, D.. (2010). Numerical simulation of the flow field in the vicinity of an intake structure. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 42(4-6), 157-163.
https://hdl.handle.net/21.15107/rcub_grafar_334

Zindović B, Jovanović M, Kapor R, Prodanović D, Đorđević D. Numerical simulation of the flow field in the vicinity of an intake structure. in Vodoprivreda. 2010;42(4-6):157-163.
https://hdl.handle.net/21.15107/rcub_grafar_334 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Đorđević, Dejana, "Numerical simulation of the flow field in the vicinity of an intake structure" in Vodoprivreda, 42, no. 4-6 (2010):157-163,
https://hdl.handle.net/21.15107/rcub_grafar_334 .

TY  - JOUR
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Đorđević, Dejana
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2302
AB  - Rad govori o mogućnostima analize strujnog polja u okolini ulaznih građevina pomoću modela ravanskog i prostornog tečenja. Pokazano je da se numeričkim modelima mogu efikasno odrediti hidrauličke i psamološke karakteristike rečnog toka. Posebna pažnja posvećena je određivanju uticaja praga uzvodno od ulaza, koji služi kao mera za smanjenje uvlačenja nanosa. Na primeru vodozahvata ‘Makiš’ na reci Savi, ilustrovano je uspešno rešavanje problema određivanja posledica izazvanih povećanjem njegovog kapaciteta.
AB  - This paper deals with the analysis of the flow field in the vicinity of an intake structure. It is shown that flow and psamological characteristics can be determined successfully by 2D and 3D numerical models. Determining the influence of measures for reducing sediment deposition inside the structure was considered as most important. One such measure, a bar located
upstream of the intake mouth, proved to be the most difficult task for 2D model. For illustration, results are presented related to the water supply intake "Makiš" on the Sava River.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Numerička simulacija strujnog polja u blizini vodozahvata
T1  - Numerical simulation of the flow field in the vicinity of an intake structure
EP  - 163
IS  - 246-248
SP  - 157
VL  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2302
ER  - 

@article{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Đorđević, Dejana",
year = "2010",
abstract = "Rad govori o mogućnostima analize strujnog polja u okolini ulaznih građevina pomoću modela ravanskog i prostornog tečenja. Pokazano je da se numeričkim modelima mogu efikasno odrediti hidrauličke i psamološke karakteristike rečnog toka. Posebna pažnja posvećena je određivanju uticaja praga uzvodno od ulaza, koji služi kao mera za smanjenje uvlačenja nanosa. Na primeru vodozahvata ‘Makiš’ na reci Savi, ilustrovano je uspešno rešavanje problema određivanja posledica izazvanih povećanjem njegovog kapaciteta., This paper deals with the analysis of the flow field in the vicinity of an intake structure. It is shown that flow and psamological characteristics can be determined successfully by 2D and 3D numerical models. Determining the influence of measures for reducing sediment deposition inside the structure was considered as most important. One such measure, a bar located
upstream of the intake mouth, proved to be the most difficult task for 2D model. For illustration, results are presented related to the water supply intake "Makiš" on the Sava River.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Numerička simulacija strujnog polja u blizini vodozahvata, Numerical simulation of the flow field in the vicinity of an intake structure",
pages = "163-157",
number = "246-248",
volume = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2302"
}

Zindović, B., Jovanović, M., Kapor, R., Prodanović, D.,& Đorđević, D.. (2010). Numerička simulacija strujnog polja u blizini vodozahvata. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 42(246-248), 157-163.
https://hdl.handle.net/21.15107/rcub_grafar_2302

Zindović B, Jovanović M, Kapor R, Prodanović D, Đorđević D. Numerička simulacija strujnog polja u blizini vodozahvata. in Vodoprivreda. 2010;42(246-248):157-163.
https://hdl.handle.net/21.15107/rcub_grafar_2302 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Đorđević, Dejana, "Numerička simulacija strujnog polja u blizini vodozahvata" in Vodoprivreda, 42, no. 246-248 (2010):157-163,
https://hdl.handle.net/21.15107/rcub_grafar_2302 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Rosić, Nikola
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/341
AB  - This paper is inspired by a stone sill designed in the channel of the Velika Morava river (near Markovački bridge, Serbia), in order to ensure water supply of the Thermal Power Plant 'Morava' during low flows, and to terminate erosion of the river bed, thus accelerating its stabilization. The impact of extremely high absolute roughness of the sill is particularly strong during low discharges and small water depths, and is manifested by intensive turbulence and air entrainment. Under such flow conditions, the Manning equation for energy loss calculation is not valid. The method by Hartung and Scheuerlein, applied in this case, considers the water-air mixture, and accordingly offers an iterative procedure for estimation of the roughness coefficient value. The Morava river stone sill case study shows that the water surface longitudinal profiles, calculated by the Manning equation, and by the Hartung and Scheuerlein method, differ significantly. Therefore, small depth flows over very rough surfaces are not be calculated in a routine way, but have to be considered as a separate local phenomena.
AB  - Ovaj rad je proizašao iz projekta kamenog praga u koritu Velike Morave kod Markovačkog mosta. Svrha praga je da osigura vodosnabdevanje TE 'Morava' u periodu malih voda, zaustavi opštu eroziju korita i time ubrza njegovu stabilizaciju. Uticaj izrazito velike apsolutne rapavosti prelivne konture praga naročito dolazi do izražaja u periodu malih voda - pri malim dubinama prelivnog toka, a ogleda se u intenzivnoj turbulenciji i uvlačenju vazduha. U takvim uslovima, ne važi Maningova jednačina za linijske gubitke energije. Metoda Hartunga i Šerlajna, koja je primenjena u ovom radu, razmatra mešavinu vode i vazduha i shodno tome, omogućava procenu odgovarajuće vrednosti koeficijenta trenja. Primer praga na Moravi pokazuje da se linije nivoa, sračunate pomoću Maningove jednačine i po metodi Hartunga i Šerlajna, značajno razlikuju. To znači da se tanki prelivni tokovi na podlozi velike rapavosti ne smeju računati šablonski, već se moraju hidraulički analizirati posebno, kao lokalni fenomeni.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Calculation of stone sill overflowing during low discharges
T1  - Proračun prelivanja kamenog praga u rečnom koritu pri malim vodama
EP  - 60
IS  - 1-3
SP  - 55
VL  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_341
ER  - 

@article{
author = "Jovanović, Miodrag and Rosić, Nikola",
year = "2010",
abstract = "This paper is inspired by a stone sill designed in the channel of the Velika Morava river (near Markovački bridge, Serbia), in order to ensure water supply of the Thermal Power Plant 'Morava' during low flows, and to terminate erosion of the river bed, thus accelerating its stabilization. The impact of extremely high absolute roughness of the sill is particularly strong during low discharges and small water depths, and is manifested by intensive turbulence and air entrainment. Under such flow conditions, the Manning equation for energy loss calculation is not valid. The method by Hartung and Scheuerlein, applied in this case, considers the water-air mixture, and accordingly offers an iterative procedure for estimation of the roughness coefficient value. The Morava river stone sill case study shows that the water surface longitudinal profiles, calculated by the Manning equation, and by the Hartung and Scheuerlein method, differ significantly. Therefore, small depth flows over very rough surfaces are not be calculated in a routine way, but have to be considered as a separate local phenomena., Ovaj rad je proizašao iz projekta kamenog praga u koritu Velike Morave kod Markovačkog mosta. Svrha praga je da osigura vodosnabdevanje TE 'Morava' u periodu malih voda, zaustavi opštu eroziju korita i time ubrza njegovu stabilizaciju. Uticaj izrazito velike apsolutne rapavosti prelivne konture praga naročito dolazi do izražaja u periodu malih voda - pri malim dubinama prelivnog toka, a ogleda se u intenzivnoj turbulenciji i uvlačenju vazduha. U takvim uslovima, ne važi Maningova jednačina za linijske gubitke energije. Metoda Hartunga i Šerlajna, koja je primenjena u ovom radu, razmatra mešavinu vode i vazduha i shodno tome, omogućava procenu odgovarajuće vrednosti koeficijenta trenja. Primer praga na Moravi pokazuje da se linije nivoa, sračunate pomoću Maningove jednačine i po metodi Hartunga i Šerlajna, značajno razlikuju. To znači da se tanki prelivni tokovi na podlozi velike rapavosti ne smeju računati šablonski, već se moraju hidraulički analizirati posebno, kao lokalni fenomeni.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Calculation of stone sill overflowing during low discharges, Proračun prelivanja kamenog praga u rečnom koritu pri malim vodama",
pages = "60-55",
number = "1-3",
volume = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_341"
}

Jovanović, M.,& Rosić, N.. (2010). Calculation of stone sill overflowing during low discharges. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 42(1-3), 55-60.
https://hdl.handle.net/21.15107/rcub_grafar_341

Jovanović M, Rosić N. Calculation of stone sill overflowing during low discharges. in Vodoprivreda. 2010;42(1-3):55-60.
https://hdl.handle.net/21.15107/rcub_grafar_341 .

Jovanović, Miodrag, Rosić, Nikola, "Calculation of stone sill overflowing during low discharges" in Vodoprivreda, 42, no. 1-3 (2010):55-60,
https://hdl.handle.net/21.15107/rcub_grafar_341 .

TY  - CONF
AU  - Branisavljević, Nemanja
AU  - Prodanović, Dušan
AU  - Jovanović, Miodrag
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/251
AB  - Free surface flow is usually simulated by 1D numerical models. This approach assumes flow simplification and requires model calibration in order to reproduce flow characteristics in a realistic way. The calibration and input data are to some extent inherently erroneous. To check the influence of data errors on the model results, it is necessary to perform some additional analysis. This paper deals with the impact of input data uncertainty on model results, considering only compiled models (those that cannot be conceptually changed, or modified on the source code level). Three forms of data uncertainty representation are presented: intervals, fuzzy sets and statistical distribution.
AB  - Tečenje u otvorenim tokovima se često modelira linijskim (1D) modelom. Takav pristup problematici podrazumeva da se složena strujna slika kod tečenja u otvorenim tokovima pojednostavljuje, a kalibracijom parametara modela se postiže da model verno simulira prirodni proces. I u fazi kalibracije, kao i kasnije u fazi korišćenja modela, moguće je da raspoloživi podaci o fenomenu u sebi nose određenu grešku. Da bi se proverio uticaj greške na rezultate proračuna, neophodno je sprovesti dodatne analize. U radu se prikazuje analiza neodređenosti rezultata usled neodređenih ulaznih vrednosti i parametara modela. U ovom radu se razmatraju zatvoreni numerički modeli (kojima se ne može menjati koncept ni programski kod) i na način kako se predstavljaju neodređene veličine (u obliku intervala, rasplinutog skupa i statističke raspodele).
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - Compiled free surface mathematical models uncertainty propagation
T1  - Propagacija neodređenosti kod linijskih modela otvorenih tokova
EP  - 116
IS  - 4-6
SP  - 109
VL  - 41
UR  - https://hdl.handle.net/21.15107/rcub_grafar_251
ER  - 

@conference{
author = "Branisavljević, Nemanja and Prodanović, Dušan and Jovanović, Miodrag",
year = "2009",
abstract = "Free surface flow is usually simulated by 1D numerical models. This approach assumes flow simplification and requires model calibration in order to reproduce flow characteristics in a realistic way. The calibration and input data are to some extent inherently erroneous. To check the influence of data errors on the model results, it is necessary to perform some additional analysis. This paper deals with the impact of input data uncertainty on model results, considering only compiled models (those that cannot be conceptually changed, or modified on the source code level). Three forms of data uncertainty representation are presented: intervals, fuzzy sets and statistical distribution., Tečenje u otvorenim tokovima se često modelira linijskim (1D) modelom. Takav pristup problematici podrazumeva da se složena strujna slika kod tečenja u otvorenim tokovima pojednostavljuje, a kalibracijom parametara modela se postiže da model verno simulira prirodni proces. I u fazi kalibracije, kao i kasnije u fazi korišćenja modela, moguće je da raspoloživi podaci o fenomenu u sebi nose određenu grešku. Da bi se proverio uticaj greške na rezultate proračuna, neophodno je sprovesti dodatne analize. U radu se prikazuje analiza neodređenosti rezultata usled neodređenih ulaznih vrednosti i parametara modela. U ovom radu se razmatraju zatvoreni numerički modeli (kojima se ne može menjati koncept ni programski kod) i na način kako se predstavljaju neodređene veličine (u obliku intervala, rasplinutog skupa i statističke raspodele).",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Compiled free surface mathematical models uncertainty propagation, Propagacija neodređenosti kod linijskih modela otvorenih tokova",
pages = "116-109",
number = "4-6",
volume = "41",
url = "https://hdl.handle.net/21.15107/rcub_grafar_251"
}

Branisavljević, N., Prodanović, D.,& Jovanović, M.. (2009). Compiled free surface mathematical models uncertainty propagation. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 41(4-6), 109-116.
https://hdl.handle.net/21.15107/rcub_grafar_251

Branisavljević N, Prodanović D, Jovanović M. Compiled free surface mathematical models uncertainty propagation. in Vodoprivreda. 2009;41(4-6):109-116.
https://hdl.handle.net/21.15107/rcub_grafar_251 .

Branisavljević, Nemanja, Prodanović, Dušan, Jovanović, Miodrag, "Compiled free surface mathematical models uncertainty propagation" in Vodoprivreda, 41, no. 4-6 (2009):109-116,
https://hdl.handle.net/21.15107/rcub_grafar_251 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Todorović, Andrijana
AU  - Rodić, Marko
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/258
AB  - The paper considers the methodology for the mapping flood zones, flood damages and flood risk. The emphasis is on the development of synthetic flood damage functions, used for the determination of the expected annual damages, as the principal parameters for quantification of the flood risk. The methodology is illustrated by two practical examples.
AB  - U ovom članku se razmatra metodologija kartiranja plavnih područja, šteta i rizika. Težište je na načinu određivanja sintetičkih funkcija potencijalne štete, koje se korite za definisanje očekivane godišnje štete, kao glavnog parametra za kvantifikovanje rizika od poplava. Metodologija je ilustrovana primerima iz naše prakse.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Flood risk mapping
T1  - Kartiranje rizika od poplava
EP  - 45
IS  - 1-3
SP  - 31
VL  - 41
UR  - https://hdl.handle.net/21.15107/rcub_grafar_258
ER  - 

@article{
author = "Jovanović, Miodrag and Todorović, Andrijana and Rodić, Marko",
year = "2009",
abstract = "The paper considers the methodology for the mapping flood zones, flood damages and flood risk. The emphasis is on the development of synthetic flood damage functions, used for the determination of the expected annual damages, as the principal parameters for quantification of the flood risk. The methodology is illustrated by two practical examples., U ovom članku se razmatra metodologija kartiranja plavnih područja, šteta i rizika. Težište je na načinu određivanja sintetičkih funkcija potencijalne štete, koje se korite za definisanje očekivane godišnje štete, kao glavnog parametra za kvantifikovanje rizika od poplava. Metodologija je ilustrovana primerima iz naše prakse.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Flood risk mapping, Kartiranje rizika od poplava",
pages = "45-31",
number = "1-3",
volume = "41",
url = "https://hdl.handle.net/21.15107/rcub_grafar_258"
}

Jovanović, M., Todorović, A.,& Rodić, M.. (2009). Flood risk mapping. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 41(1-3), 31-45.
https://hdl.handle.net/21.15107/rcub_grafar_258

Jovanović M, Todorović A, Rodić M. Flood risk mapping. in Vodoprivreda. 2009;41(1-3):31-45.
https://hdl.handle.net/21.15107/rcub_grafar_258 .

Jovanović, Miodrag, Todorović, Andrijana, Rodić, Marko, "Flood risk mapping" in Vodoprivreda, 41, no. 1-3 (2009):31-45,
https://hdl.handle.net/21.15107/rcub_grafar_258 .

TY  - JOUR
AU  - Rosić, Nikola
AU  - Jovanović, Miodrag
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/180
AB  - This article deals with deterministic and stochastic approaches to assess the expected annual flood damages. Each approach is illustrated by a case study pertaining to floods at different sections of the Tamnava river in Serbia. The objective was to use examples from engineering practice in order to demonstrate how various uncertainties may affect the expected annual damage, and consequently, how to determine the economically optimal degree of flood protection, expressed by the designed height of the levees.
AB  - U ovom članku se opisuju deterministički i stohastički pristupi u određivanju očekivane godišnje štete od poplava. Njihova primena se ilustruje proračunima za jednu deonicu reke Tamnave. Namera je da se konkretnim primerom iz prakse ispita u kojoj meri neizvesnost ulaznih podataka utiče na očekivanu godišnju štetu, a preko nje, na ekonomski optimalni stepen zaštite, izražen preko projektne visine odbrambenih nasipa.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Stochastic approach to flood damage assessment
T1  - Stohastički pristup u određivanju šteta od poplava
EP  - 189
IS  - 4-6
SP  - 183
VL  - 40
UR  - https://hdl.handle.net/21.15107/rcub_grafar_180
ER  - 

@article{
author = "Rosić, Nikola and Jovanović, Miodrag",
year = "2008",
abstract = "This article deals with deterministic and stochastic approaches to assess the expected annual flood damages. Each approach is illustrated by a case study pertaining to floods at different sections of the Tamnava river in Serbia. The objective was to use examples from engineering practice in order to demonstrate how various uncertainties may affect the expected annual damage, and consequently, how to determine the economically optimal degree of flood protection, expressed by the designed height of the levees., U ovom članku se opisuju deterministički i stohastički pristupi u određivanju očekivane godišnje štete od poplava. Njihova primena se ilustruje proračunima za jednu deonicu reke Tamnave. Namera je da se konkretnim primerom iz prakse ispita u kojoj meri neizvesnost ulaznih podataka utiče na očekivanu godišnju štetu, a preko nje, na ekonomski optimalni stepen zaštite, izražen preko projektne visine odbrambenih nasipa.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Stochastic approach to flood damage assessment, Stohastički pristup u određivanju šteta od poplava",
pages = "189-183",
number = "4-6",
volume = "40",
url = "https://hdl.handle.net/21.15107/rcub_grafar_180"
}

Rosić, N.,& Jovanović, M.. (2008). Stochastic approach to flood damage assessment. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 40(4-6), 183-189.
https://hdl.handle.net/21.15107/rcub_grafar_180

Rosić N, Jovanović M. Stochastic approach to flood damage assessment. in Vodoprivreda. 2008;40(4-6):183-189.
https://hdl.handle.net/21.15107/rcub_grafar_180 .

Rosić, Nikola, Jovanović, Miodrag, "Stochastic approach to flood damage assessment" in Vodoprivreda, 40, no. 4-6 (2008):183-189,
https://hdl.handle.net/21.15107/rcub_grafar_180 .

TY  - CONF
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Đorđević, Dejana
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/173
AB  - Bays suffer from siltation, which is a natural process that cannot be avoided. The main cause of this process is mixing of the river-water containing suspended sediment and the river-bay water. High costs of maintenance - dredging and disposal of contaminated sludge can be reduced. By reducing the amount of river-water and bay-water mixing, siltation can be significantly scaled down, and thus costs of maintenance. This paper deals with the problem of defining an optimal shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay are presented.
AB  - Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu primene mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešanje rečne vode opterećene nanosom i vode zaliva smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti određivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - Application of 2D and 3D modelling in bay entrance design
T1  - Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja
EP  - 78
IS  - 1-3
SP  - 73
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_173
ER  - 

@conference{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Đorđević, Dejana",
year = "2007",
abstract = "Bays suffer from siltation, which is a natural process that cannot be avoided. The main cause of this process is mixing of the river-water containing suspended sediment and the river-bay water. High costs of maintenance - dredging and disposal of contaminated sludge can be reduced. By reducing the amount of river-water and bay-water mixing, siltation can be significantly scaled down, and thus costs of maintenance. This paper deals with the problem of defining an optimal shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay are presented., Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu primene mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešanje rečne vode opterećene nanosom i vode zaliva smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti određivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Application of 2D and 3D modelling in bay entrance design, Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja",
pages = "78-73",
number = "1-3",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_173"
}

Zindović, B., Jovanović, M., Kapor, R., Prodanović, D.,& Đorđević, D.. (2007). Application of 2D and 3D modelling in bay entrance design. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 39(1-3), 73-78.
https://hdl.handle.net/21.15107/rcub_grafar_173

Zindović B, Jovanović M, Kapor R, Prodanović D, Đorđević D. Application of 2D and 3D modelling in bay entrance design. in Vodoprivreda. 2007;39(1-3):73-78.
https://hdl.handle.net/21.15107/rcub_grafar_173 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Đorđević, Dejana, "Application of 2D and 3D modelling in bay entrance design" in Vodoprivreda, 39, no. 1-3 (2007):73-78,
https://hdl.handle.net/21.15107/rcub_grafar_173 .

TY  - JOUR
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Đorđević, Dejana
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2301
AB  - Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći. Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu primene mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešanje rečne vode opterećene nanosom i vode zaliva, smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti određivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao
primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv.
AB  - Bays suffer from siltation, which is a natural process that cannot be avoided. The main cause of this process is mixing of the river-water containing suspended sediment and the river-bay water. High costs of maintenance - dredging and disposal of contaminated sludge can be reduced. By
reducing the amount of river-water and bay-water mixing, Siltation can be significantly scaled down, and thus costs of maintenance. This paper deals with the problem of defining an optimal shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay are presented.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja
T1  - Application of 2D and 3D modelling in bay entrance design
EP  - 78
IS  - 225-227
SP  - 73
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2301
ER  - 

@article{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Đorđević, Dejana",
year = "2007",
abstract = "Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći. Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu primene mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešanje rečne vode opterećene nanosom i vode zaliva, smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti određivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao
primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv., Bays suffer from siltation, which is a natural process that cannot be avoided. The main cause of this process is mixing of the river-water containing suspended sediment and the river-bay water. High costs of maintenance - dredging and disposal of contaminated sludge can be reduced. By
reducing the amount of river-water and bay-water mixing, Siltation can be significantly scaled down, and thus costs of maintenance. This paper deals with the problem of defining an optimal shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay are presented.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja, Application of 2D and 3D modelling in bay entrance design",
pages = "78-73",
number = "225-227",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2301"
}

Zindović, B., Jovanović, M., Kapor, R., Prodanović, D.,& Đorđević, D.. (2007). Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 39(225-227), 73-78.
https://hdl.handle.net/21.15107/rcub_grafar_2301

Zindović B, Jovanović M, Kapor R, Prodanović D, Đorđević D. Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja. in Vodoprivreda. 2007;39(225-227):73-78.
https://hdl.handle.net/21.15107/rcub_grafar_2301 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Đorđević, Dejana, "Oblikovanje ulaza u zaliv primenom modela ravanskog i prostornog tečenja" in Vodoprivreda, 39, no. 225-227 (2007):73-78,
https://hdl.handle.net/21.15107/rcub_grafar_2301 .

TY  - CONF
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/166
AB  - Contamination of river waters in terms of scale, intensity, and duration cause such severe problems that application of conventional engineering methods for environmental remediation projects is no longer adequate, and much more thorough hydraulic analysis, based on Computational Hydraulics, is required. Possibilities of such an approach are illustrated by a case study remediation of the Cukarica Bay on the Sava River in Belgrade. Measures, such as flushing of the Bay, have been studied by numerical simulations, using two-dimensional finite-element model. By studying physical processes in detail, it was possible to draw many useful conclusions, and to make appropriate recommendations to investors and working operative.
AB  - Zagađenje voda stvara tako ozbiljne probleme da primena standardnih inženjerskih metoda u projektima zaštite životne sredine više nije opravdana. Ovakvi projekti zahtevaju primenu novih alata i metoda baziranih na numeričkim modelima. U ovom radu je prikazan rezultat simulacije kvaliteta vode na primeru Čukaričkog zaliva na reci Savi u Beogradu. Primena mera čiji je cilj poboljšanje kvaliteta vode, kao što je ispiranje zaliva, ispitana je pomoću modela ravanskog tečenja baziranog na metodi konačnih elemenata. Sagledavanjem uticaja predloženih mera moguće je dati odgovarajuće preporuke investitorima i izvođačima radova.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - 2D modelling of water quality in bays
T1  - Modeliranje kvaliteta vode u zalivu primenom modela ravanskog tečenja
EP  - 96
IS  - 1-3
SP  - 91
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_166
ER  - 

@conference{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan",
year = "2007",
abstract = "Contamination of river waters in terms of scale, intensity, and duration cause such severe problems that application of conventional engineering methods for environmental remediation projects is no longer adequate, and much more thorough hydraulic analysis, based on Computational Hydraulics, is required. Possibilities of such an approach are illustrated by a case study remediation of the Cukarica Bay on the Sava River in Belgrade. Measures, such as flushing of the Bay, have been studied by numerical simulations, using two-dimensional finite-element model. By studying physical processes in detail, it was possible to draw many useful conclusions, and to make appropriate recommendations to investors and working operative., Zagađenje voda stvara tako ozbiljne probleme da primena standardnih inženjerskih metoda u projektima zaštite životne sredine više nije opravdana. Ovakvi projekti zahtevaju primenu novih alata i metoda baziranih na numeričkim modelima. U ovom radu je prikazan rezultat simulacije kvaliteta vode na primeru Čukaričkog zaliva na reci Savi u Beogradu. Primena mera čiji je cilj poboljšanje kvaliteta vode, kao što je ispiranje zaliva, ispitana je pomoću modela ravanskog tečenja baziranog na metodi konačnih elemenata. Sagledavanjem uticaja predloženih mera moguće je dati odgovarajuće preporuke investitorima i izvođačima radova.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "2D modelling of water quality in bays, Modeliranje kvaliteta vode u zalivu primenom modela ravanskog tečenja",
pages = "96-91",
number = "1-3",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_166"
}

Zindović, B., Jovanović, M., Kapor, R.,& Prodanović, D.. (2007). 2D modelling of water quality in bays. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 39(1-3), 91-96.
https://hdl.handle.net/21.15107/rcub_grafar_166

Zindović B, Jovanović M, Kapor R, Prodanović D. 2D modelling of water quality in bays. in Vodoprivreda. 2007;39(1-3):91-96.
https://hdl.handle.net/21.15107/rcub_grafar_166 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, "2D modelling of water quality in bays" in Vodoprivreda, 39, no. 1-3 (2007):91-96,
https://hdl.handle.net/21.15107/rcub_grafar_166 .

TY  - CONF
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Zindović, Budo
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/172
AB  - This paper deals with prediction of hydraulic consequences of concentrated release of dredged sediments into the river using a two-dimensional numerical model. It is shown that flow, concentration, and siltation fields can be efficiently simulated by the numerical model. A special concern is given to the problem of the numerical model calibration. For illustration, results pertaining to the concentrated release of sediment dredged from the Čukarica Bay into the Sava River, are presented.
AB  - Ovaj rad govori o mogućnostima predviđanja hidrauličkih posledica koncentrisanog ispuštanja izbagerovanog materijala u maticu reke pomoću numeričkog modela ravanskog tečenja. Pokazuje se da se numeričkim simulacijama može efikasno reprodukovati strujno polje, raspored koncentracije i raspored zasipanja u rečnom koritu. Posebno je razmotren problem kalibracije modela. Kao primer, prikazani su rezultati koji se odnose na koncentrisano ispuštanje nanosa izbagerovanog iz Čukaričkog zaliva u maticu reke Save.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
C3  - Vodoprivreda
T1  - Numerical simulation of concentrated release of dredged sediments into the river
T1  - Numerička simulacija koncentrisanog ispuštanja izbagerovanog nanosa u maticu reke
EP  - 89
IS  - 1-3
SP  - 79
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_172
ER  - 

@conference{
author = "Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Zindović, Budo",
year = "2007",
abstract = "This paper deals with prediction of hydraulic consequences of concentrated release of dredged sediments into the river using a two-dimensional numerical model. It is shown that flow, concentration, and siltation fields can be efficiently simulated by the numerical model. A special concern is given to the problem of the numerical model calibration. For illustration, results pertaining to the concentrated release of sediment dredged from the Čukarica Bay into the Sava River, are presented., Ovaj rad govori o mogućnostima predviđanja hidrauličkih posledica koncentrisanog ispuštanja izbagerovanog materijala u maticu reke pomoću numeričkog modela ravanskog tečenja. Pokazuje se da se numeričkim simulacijama može efikasno reprodukovati strujno polje, raspored koncentracije i raspored zasipanja u rečnom koritu. Posebno je razmotren problem kalibracije modela. Kao primer, prikazani su rezultati koji se odnose na koncentrisano ispuštanje nanosa izbagerovanog iz Čukaričkog zaliva u maticu reke Save.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Numerical simulation of concentrated release of dredged sediments into the river, Numerička simulacija koncentrisanog ispuštanja izbagerovanog nanosa u maticu reke",
pages = "89-79",
number = "1-3",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_172"
}

Jovanović, M., Kapor, R., Prodanović, D.,& Zindović, B.. (2007). Numerical simulation of concentrated release of dredged sediments into the river. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 39(1-3), 79-89.
https://hdl.handle.net/21.15107/rcub_grafar_172

Jovanović M, Kapor R, Prodanović D, Zindović B. Numerical simulation of concentrated release of dredged sediments into the river. in Vodoprivreda. 2007;39(1-3):79-89.
https://hdl.handle.net/21.15107/rcub_grafar_172 .

Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Zindović, Budo, "Numerical simulation of concentrated release of dredged sediments into the river" in Vodoprivreda, 39, no. 1-3 (2007):79-89,
https://hdl.handle.net/21.15107/rcub_grafar_172 .

TY  - CONF
AU  - Đorđević, Dejana
AU  - Jovanović, Miodrag
PY  - 2006
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/138
AB  - A river confluence is known for the strong three-dimensional flow effects. The confluence hydrodynamics is significantly influenced by the river bed morphology. Two morphological features are typical for river confluences: a discordance of the two river bed elevations at the entrance to the confluence and presence of a scour hole in the post-confluence channel. The objective of this paper is to examine the influence of these morphological features on the flow structure by using a three-dimensional numerical model. The confluence of the Sava and Danube Rivers (in the city of Belgrade) offers excellent possibilities for this investigation, as both bed elevation discordance and scour hole are present. The results of numerical simulations for this case are compared to the results obtained for the three hypothetical bed configurations of the same confluence: a) concordant bed elevations and the scour hole, b) concordant bed elevations and no scour hole, and c) discordant bed elevations and no scour hole. An attempt is made to generalise the results of numerical simulations. Results are discussed in terms of the secondary flow pattern and the distribution of the turbulent kinetic energy.
C3  - Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006
T1  - On the effect of the bed morphology on the river confluence hydrodynamics
SP  - 1165
UR  - https://hdl.handle.net/21.15107/rcub_grafar_138
ER  - 

@conference{
author = "Đorđević, Dejana and Jovanović, Miodrag",
year = "2006",
abstract = "A river confluence is known for the strong three-dimensional flow effects. The confluence hydrodynamics is significantly influenced by the river bed morphology. Two morphological features are typical for river confluences: a discordance of the two river bed elevations at the entrance to the confluence and presence of a scour hole in the post-confluence channel. The objective of this paper is to examine the influence of these morphological features on the flow structure by using a three-dimensional numerical model. The confluence of the Sava and Danube Rivers (in the city of Belgrade) offers excellent possibilities for this investigation, as both bed elevation discordance and scour hole are present. The results of numerical simulations for this case are compared to the results obtained for the three hypothetical bed configurations of the same confluence: a) concordant bed elevations and the scour hole, b) concordant bed elevations and no scour hole, and c) discordant bed elevations and no scour hole. An attempt is made to generalise the results of numerical simulations. Results are discussed in terms of the secondary flow pattern and the distribution of the turbulent kinetic energy.",
journal = "Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006",
title = "On the effect of the bed morphology on the river confluence hydrodynamics",
pages = "1165",
url = "https://hdl.handle.net/21.15107/rcub_grafar_138"
}

Đorđević, D.,& Jovanović, M.. (2006). On the effect of the bed morphology on the river confluence hydrodynamics. in Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006, 1165.
https://hdl.handle.net/21.15107/rcub_grafar_138

Đorđević D, Jovanović M. On the effect of the bed morphology on the river confluence hydrodynamics. in Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006. 2006;:1165.
https://hdl.handle.net/21.15107/rcub_grafar_138 .

Đorđević, Dejana, Jovanović, Miodrag, "On the effect of the bed morphology on the river confluence hydrodynamics" in Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006 (2006):1165,
https://hdl.handle.net/21.15107/rcub_grafar_138 .

TY  - CONF
AU  - Zindović, Budo
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Prodanović, Dušan
AU  - Đorđević, Dejana
PY  - 2006
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2295
AB  - Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći. Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešnje rećne vode opterećene nanosom i vode zaliva, smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti odredjivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv.
AB  - Bays suffer from siltation, which is a natural process that cannot be avoided. Main cause of this process is mixing of river-water containing suspended sediment and water of a river-bay. High costs of maintenance - dredging and disposal of contaminated sludge indicate that siltation process must be reduced. Therefore by reducing the amount of river-water and bay-water mixing, siltation can be significantly scaled down. Such problem can be solved by determining an 
optimal designing of bay entrance. This paper deals with the problem of defining a shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay, are presented.
PB  - Građevinski fakultet Univerziteta u Beogradu
T1  - Oblikovanje ulaza u zaliv primenom modela  ravanskog i prostornog tečenja
T1  - Designing a Bay Entrance With 2D and 3D Numerical Model
EP  - 60
SP  - 52
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2295
ER  - 

@conference{
author = "Zindović, Budo and Jovanović, Miodrag and Kapor, Radomir and Prodanović, Dušan and Đorđević, Dejana",
year = "2006",
abstract = "Najveći problem zaliva je zasipanje - prirodan proces koji se ne može izbeći. Visoki troškovi održavanja zaliva (bagerovanja mulja i čišćenja obala) nameću potrebu mera za smanjenje uvlačenja nanosa u zaliv. Budući da je uzrok zasipanja mešnje rećne vode opterećene nanosom i vode zaliva, smanjenjem količine vode koja dospeva u zaliv može se smanjiti zasipanje. Ovaj problem se može rešiti odredjivanjem najpovoljnijeg oblika ulaza u zaliv. U ovom radu je prikazano oblikovanje ulaza pomoću modela ravanskog i prostornog tečenja. Kao primer, prikazani su rezultati koji se odnose na oblikovanje ulaza u Čukarički zaliv., Bays suffer from siltation, which is a natural process that cannot be avoided. Main cause of this process is mixing of river-water containing suspended sediment and water of a river-bay. High costs of maintenance - dredging and disposal of contaminated sludge indicate that siltation process must be reduced. Therefore by reducing the amount of river-water and bay-water mixing, siltation can be significantly scaled down. Such problem can be solved by determining an 
optimal designing of bay entrance. This paper deals with the problem of defining a shape of bay entrance using 2D and 3D numerical model. For illustration, results pertaining to the design of entrance of Čukarica Bay, are presented.",
publisher = "Građevinski fakultet Univerziteta u Beogradu",
title = "Oblikovanje ulaza u zaliv primenom modela  ravanskog i prostornog tečenja, Designing a Bay Entrance With 2D and 3D Numerical Model",
pages = "60-52",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2295"
}

Zindović, B., Jovanović, M., Kapor, R., Prodanović, D.,& Đorđević, D.. (2006). Oblikovanje ulaza u zaliv primenom modela  ravanskog i prostornog tečenja. 
Građevinski fakultet Univerziteta u Beogradu., 52-60.
https://hdl.handle.net/21.15107/rcub_grafar_2295

Zindović B, Jovanović M, Kapor R, Prodanović D, Đorđević D. Oblikovanje ulaza u zaliv primenom modela  ravanskog i prostornog tečenja. 2006;:52-60.
https://hdl.handle.net/21.15107/rcub_grafar_2295 .

Zindović, Budo, Jovanović, Miodrag, Kapor, Radomir, Prodanović, Dušan, Đorđević, Dejana, "Oblikovanje ulaza u zaliv primenom modela  ravanskog i prostornog tečenja" (2006):52-60,
https://hdl.handle.net/21.15107/rcub_grafar_2295 .

TY  - CONF
AU  - Đorđević, Dejana
AU  - Komatina, Dejan
AU  - Jovanović, Miodrag
PY  - 2005
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2279
AB  - A model developed for simulation of both discontinuous clear-water flows and hyper-concentrated discontinuous flows is validated on a real dike failure event, which happened on an ash-tailings impoundment on site. Numerical model is based on the MacCormack finite-difference scheme and involves constitutive equation in a form of the general yield-power law (Herschel-Bulkley's rheological model). The influence of the solid phase volumetric concentration on the propagation characteristics of the dike-break wave is analysed. Rheological properties of ash-water mixtures are determined in the laboratory using a tube viscometer. Definition of the corresponding constitutive equations is based on the test results. In that respect, the rheological properties of ash may be described by the Bingham model.
PB  - Taylor & Francis Group
C3  - Proceedings of the 6th International Conference On Hydrodynamics - ICHD2004
T1  - Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study
EP  - 427
SP  - 421
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2279
ER  - 

@conference{
author = "Đorđević, Dejana and Komatina, Dejan and Jovanović, Miodrag",
year = "2005",
abstract = "A model developed for simulation of both discontinuous clear-water flows and hyper-concentrated discontinuous flows is validated on a real dike failure event, which happened on an ash-tailings impoundment on site. Numerical model is based on the MacCormack finite-difference scheme and involves constitutive equation in a form of the general yield-power law (Herschel-Bulkley's rheological model). The influence of the solid phase volumetric concentration on the propagation characteristics of the dike-break wave is analysed. Rheological properties of ash-water mixtures are determined in the laboratory using a tube viscometer. Definition of the corresponding constitutive equations is based on the test results. In that respect, the rheological properties of ash may be described by the Bingham model.",
publisher = "Taylor & Francis Group",
journal = "Proceedings of the 6th International Conference On Hydrodynamics - ICHD2004",
title = "Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study",
pages = "427-421",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2279"
}

Đorđević, D., Komatina, D.,& Jovanović, M.. (2005). Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study. in Proceedings of the 6th International Conference On Hydrodynamics - ICHD2004
Taylor & Francis Group., 421-427.
https://hdl.handle.net/21.15107/rcub_grafar_2279

Đorđević D, Komatina D, Jovanović M. Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study. in Proceedings of the 6th International Conference On Hydrodynamics - ICHD2004. 2005;:421-427.
https://hdl.handle.net/21.15107/rcub_grafar_2279 .

Đorđević, Dejana, Komatina, Dejan, Jovanović, Miodrag, "Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study" in Proceedings of the 6th International Conference On Hydrodynamics - ICHD2004 (2005):421-427,
https://hdl.handle.net/21.15107/rcub_grafar_2279 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Komatina, Dejan
AU  - Đorđević, Dejana
AU  - Stefanović, Nenad
AU  - Jančić, Vojkan
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/49
AB  - The objectives of numerical simulation of hydraulic consequences of dam failure on coal-ash disposal sites are to define the scope of flooding consider possibility of early warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dike failure on ash disposal sites, as well as the problems of numerical modeling of this phenomenon. The results of a case study, used for model calibration, are presented.
AB  - Cilj numeričke simulacije hidrauličkih posledica havarija brana na pepelištimaje dase definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites
T1  - Numerička simulacija hidrauličkih posledica havarija brana na pepelištima
EP  - 312
IS  - 5-6
SP  - 307
VL  - 35
UR  - https://hdl.handle.net/21.15107/rcub_grafar_49
ER  - 

@article{
author = "Jovanović, Miodrag and Kapor, Radomir and Komatina, Dejan and Đorđević, Dejana and Stefanović, Nenad and Jančić, Vojkan",
year = "2003",
abstract = "The objectives of numerical simulation of hydraulic consequences of dam failure on coal-ash disposal sites are to define the scope of flooding consider possibility of early warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dike failure on ash disposal sites, as well as the problems of numerical modeling of this phenomenon. The results of a case study, used for model calibration, are presented., Cilj numeričke simulacije hidrauličkih posledica havarija brana na pepelištimaje dase definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites, Numerička simulacija hidrauličkih posledica havarija brana na pepelištima",
pages = "312-307",
number = "5-6",
volume = "35",
url = "https://hdl.handle.net/21.15107/rcub_grafar_49"
}

Jovanović, M., Kapor, R., Komatina, D., Đorđević, D., Stefanović, N.,& Jančić, V.. (2003). Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 35(5-6), 307-312.
https://hdl.handle.net/21.15107/rcub_grafar_49

Jovanović M, Kapor R, Komatina D, Đorđević D, Stefanović N, Jančić V. Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites. in Vodoprivreda. 2003;35(5-6):307-312.
https://hdl.handle.net/21.15107/rcub_grafar_49 .

Jovanović, Miodrag, Kapor, Radomir, Komatina, Dejan, Đorđević, Dejana, Stefanović, Nenad, Jančić, Vojkan, "Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites" in Vodoprivreda, 35, no. 5-6 (2003):307-312,
https://hdl.handle.net/21.15107/rcub_grafar_49 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Komatina, Dejan
AU  - Đorđević, Dejana
AU  - Stefanović, Nenad
AU  - Jančić, Vojkan
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2281
AB  - Cilj numeričke simulacije hidrauličkih posledica havarija brana na pepelištimaje dase definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane.
AB  - The objectives of numerical simulation of hydraulic consequences of dam failure on coal-ash disposal sites are to define the scope of flooding, consider possibility of early-warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dike failure on ash disposal sites, as well as the problems of numerical modelling of this phenomenon. The results of a case study, used for model calibration, are presented.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Numerička simulacija hidrauličkih posledica havarija brana na pepelištima
T1  - Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites
IS  - 205-206
SP  - 307
VL  - 35
VL  - 312
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2281
ER  - 

@article{
author = "Jovanović, Miodrag and Kapor, Radomir and Komatina, Dejan and Đorđević, Dejana and Stefanović, Nenad and Jančić, Vojkan",
year = "2003",
abstract = "Cilj numeričke simulacije hidrauličkih posledica havarija brana na pepelištimaje dase definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane., The objectives of numerical simulation of hydraulic consequences of dam failure on coal-ash disposal sites are to define the scope of flooding, consider possibility of early-warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dike failure on ash disposal sites, as well as the problems of numerical modelling of this phenomenon. The results of a case study, used for model calibration, are presented.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Numerička simulacija hidrauličkih posledica havarija brana na pepelištima, Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites",
number = "205-206",
pages = "307",
volume = "35, 312",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2281"
}

Jovanović, M., Kapor, R., Komatina, D., Đorđević, D., Stefanović, N.,& Jančić, V.. (2003). Numerička simulacija hidrauličkih posledica havarija brana na pepelištima. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 35(205-206), 307.
https://hdl.handle.net/21.15107/rcub_grafar_2281

Jovanović M, Kapor R, Komatina D, Đorđević D, Stefanović N, Jančić V. Numerička simulacija hidrauličkih posledica havarija brana na pepelištima. in Vodoprivreda. 2003;35(205-206):307.
https://hdl.handle.net/21.15107/rcub_grafar_2281 .

Jovanović, Miodrag, Kapor, Radomir, Komatina, Dejan, Đorđević, Dejana, Stefanović, Nenad, Jančić, Vojkan, "Numerička simulacija hidrauličkih posledica havarija brana na pepelištima" in Vodoprivreda, 35, no. 205-206 (2003):307,
https://hdl.handle.net/21.15107/rcub_grafar_2281 .

TY  - CONF
AU  - Jovanović, Miodrag
AU  - Kapor, Radomir
AU  - Komatina, Dejan
AU  - Đorđević, Dejana
AU  - Stefanović, Nenad
AU  - Jančić, Vojkan
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2272
AB  - Cilj numerićke simulacije hidrauličkih posledica havarija brana na pepelištima je da se definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane.
AB  - The objectives of numerical simulation of hydraulic consequences of dam failure on coal ash disposal sites are to define the scope of flooding, consider possibility of early warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dam failure on ash disposal sites, as well as the problems of numerical modelling of this phenomenon. The results of a case study, used for model calibration, are presented.
PB  - Jugoslovensko društvo za visoke brane (JDVB)
C3  - Zbornik radova drugog kongresa jugoslovenskog društva za visoke brane
T1  - Numerička simulacija hidrauličkih posledica havarija brana na pepelištima
T1  - Numerical simulation of hydraulic consequences of dam failures on coal ash disposal sites
EP  - 300
SP  - 293
VL  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2272
ER  - 

@conference{
author = "Jovanović, Miodrag and Kapor, Radomir and Komatina, Dejan and Đorđević, Dejana and Stefanović, Nenad and Jančić, Vojkan",
year = "2003",
abstract = "Cilj numerićke simulacije hidrauličkih posledica havarija brana na pepelištima je da se definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće mere zaštite. U ovom radu se govori o specifičnostima poplavnih talasa koji nastaju kao posledica delimičnog rušenja brana-nasipa na pepelištima, kao i problemima matematičkog modeliranja te pojave. Kao ilustracija koristi se prolom nasute brane na pepelištu TE Kostolac 13.06.2002. godine. Na osnovu snimljenih geometrijskih elemenata breše formirane u trupu brane, utvrđene zapremine otekle vode i materijala, kao i tragova plavljenja, izvršena je kalibracija numeričkog modela. Ovaj model je zatim korišćen za prognozu hidrauličkih posledica eventualne slične havarije u budućim uslovima eksploatacije pepelišta, pri najvećoj projektovanoj visini brane., The objectives of numerical simulation of hydraulic consequences of dam failure on coal ash disposal sites are to define the scope of flooding, consider possibility of early warning, and undertake the appropriate protective measures. This paper discusses the specific characteristics of flood waves induced by partial dam failure on ash disposal sites, as well as the problems of numerical modelling of this phenomenon. The results of a case study, used for model calibration, are presented.",
publisher = "Jugoslovensko društvo za visoke brane (JDVB)",
journal = "Zbornik radova drugog kongresa jugoslovenskog društva za visoke brane",
title = "Numerička simulacija hidrauličkih posledica havarija brana na pepelištima, Numerical simulation of hydraulic consequences of dam failures on coal ash disposal sites",
pages = "300-293",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2272"
}

Jovanović, M., Kapor, R., Komatina, D., Đorđević, D., Stefanović, N.,& Jančić, V.. (2003). Numerička simulacija hidrauličkih posledica havarija brana na pepelištima. in Zbornik radova drugog kongresa jugoslovenskog društva za visoke brane
Jugoslovensko društvo za visoke brane (JDVB)., 1, 293-300.
https://hdl.handle.net/21.15107/rcub_grafar_2272

Jovanović M, Kapor R, Komatina D, Đorđević D, Stefanović N, Jančić V. Numerička simulacija hidrauličkih posledica havarija brana na pepelištima. in Zbornik radova drugog kongresa jugoslovenskog društva za visoke brane. 2003;1:293-300.
https://hdl.handle.net/21.15107/rcub_grafar_2272 .

Jovanović, Miodrag, Kapor, Radomir, Komatina, Dejan, Đorđević, Dejana, Stefanović, Nenad, Jančić, Vojkan, "Numerička simulacija hidrauličkih posledica havarija brana na pepelištima" in Zbornik radova drugog kongresa jugoslovenskog društva za visoke brane, 1 (2003):293-300,
https://hdl.handle.net/21.15107/rcub_grafar_2272 .

TY  - CONF
AU  - Jovanović, Miodrag
AU  - Ivanov, Djordje
AU  - Djordjević, Dejana
PY  - 2001
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2304
AB  - This paper deals with the riverbed morphological and environmental changes induced by destruction of bridges in the city of Novi Sad. Different aspects of infrastructure restoration are discussed. The problem of gas pipeline restoration is presented in detail.
C3  - International Conference on Environmental Recovery of Yugoslavia – ENRY2001
T1  - Technical and Environmental Aspects of Infrastructure Restoration after Destruction of Bridges in the City of Novi Sad
EP  - 6
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2304
ER  - 

@conference{
author = "Jovanović, Miodrag and Ivanov, Djordje and Djordjević, Dejana",
year = "2001",
abstract = "This paper deals with the riverbed morphological and environmental changes induced by destruction of bridges in the city of Novi Sad. Different aspects of infrastructure restoration are discussed. The problem of gas pipeline restoration is presented in detail.",
journal = "International Conference on Environmental Recovery of Yugoslavia – ENRY2001",
title = "Technical and Environmental Aspects of Infrastructure Restoration after Destruction of Bridges in the City of Novi Sad",
pages = "6-1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2304"
}

Jovanović, M., Ivanov, D.,& Djordjević, D.. (2001). Technical and Environmental Aspects of Infrastructure Restoration after Destruction of Bridges in the City of Novi Sad. in International Conference on Environmental Recovery of Yugoslavia – ENRY2001, 1-6.
https://hdl.handle.net/21.15107/rcub_grafar_2304

Jovanović M, Ivanov D, Djordjević D. Technical and Environmental Aspects of Infrastructure Restoration after Destruction of Bridges in the City of Novi Sad. in International Conference on Environmental Recovery of Yugoslavia – ENRY2001. 2001;:1-6.
https://hdl.handle.net/21.15107/rcub_grafar_2304 .

Jovanović, Miodrag, Ivanov, Djordje, Djordjević, Dejana, "Technical and Environmental Aspects of Infrastructure Restoration after Destruction of Bridges in the City of Novi Sad" in International Conference on Environmental Recovery of Yugoslavia – ENRY2001 (2001):1-6,
https://hdl.handle.net/21.15107/rcub_grafar_2304 .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Đorđević, Dejana
PY  - 1995
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/8
AB  - One-dimensional and two-dimensional dam-break flow experiments, that had been performed on two original laboratory installations, were numerically simulated using the MacCormack explicit computational scheme. Accuracy and conservation properties were analysed.
T2  - Advances in Engineering Software
T1  - Experimental verification of the MacCormack numerical scheme
EP  - 67
IS  - 1
SP  - 61
VL  - 23
DO  - 10.1016/0965-9978(95)00053-T
ER  - 

@article{
author = "Jovanović, Miodrag and Đorđević, Dejana",
year = "1995",
abstract = "One-dimensional and two-dimensional dam-break flow experiments, that had been performed on two original laboratory installations, were numerically simulated using the MacCormack explicit computational scheme. Accuracy and conservation properties were analysed.",
journal = "Advances in Engineering Software",
title = "Experimental verification of the MacCormack numerical scheme",
pages = "67-61",
number = "1",
volume = "23",
doi = "10.1016/0965-9978(95)00053-T"
}

Jovanović, M.,& Đorđević, D.. (1995). Experimental verification of the MacCormack numerical scheme. in Advances in Engineering Software, 23(1), 61-67.
https://doi.org/10.1016/0965-9978(95)00053-T

Jovanović M, Đorđević D. Experimental verification of the MacCormack numerical scheme. in Advances in Engineering Software. 1995;23(1):61-67.
doi:10.1016/0965-9978(95)00053-T .

Jovanović, Miodrag, Đorđević, Dejana, "Experimental verification of the MacCormack numerical scheme" in Advances in Engineering Software, 23, no. 1 (1995):61-67,
https://doi.org/10.1016/0965-9978(95)00053-T . .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Đorđević, Dejana
PY  - 1995
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1993
AB  - One-dimensional and two-dimensional dam-break flow experiments, that had been performed on two original laboratory installations, were numerically simulated using the MacCormack explicit computational scheme. Accuracy and conservation properties were analysed.
PB  - Elsevier
T2  - Advances in Engineering Software
T1  - Experimental verification of the MacCormack numerical scheme
EP  - 67
IS  - 1
SP  - 61
VL  - 23
DO  - .org/10.1016/0965-9978(95)00053-T
ER  - 

@article{
author = "Jovanović, Miodrag and Đorđević, Dejana",
year = "1995",
abstract = "One-dimensional and two-dimensional dam-break flow experiments, that had been performed on two original laboratory installations, were numerically simulated using the MacCormack explicit computational scheme. Accuracy and conservation properties were analysed.",
publisher = "Elsevier",
journal = "Advances in Engineering Software",
title = "Experimental verification of the MacCormack numerical scheme",
pages = "67-61",
number = "1",
volume = "23",
doi = ".org/10.1016/0965-9978(95)00053-T"
}

Jovanović, M.,& Đorđević, D.. (1995). Experimental verification of the MacCormack numerical scheme. in Advances in Engineering Software
Elsevier., 23(1), 61-67.
https://doi.org/.org/10.1016/0965-9978(95)00053-T

Jovanović M, Đorđević D. Experimental verification of the MacCormack numerical scheme. in Advances in Engineering Software. 1995;23(1):61-67.
doi:.org/10.1016/0965-9978(95)00053-T .

Jovanović, Miodrag, Đorđević, Dejana, "Experimental verification of the MacCormack numerical scheme" in Advances in Engineering Software, 23, no. 1 (1995):61-67,
https://doi.org/.org/10.1016/0965-9978(95)00053-T . .

TY  - JOUR
AU  - Jovanović, Miodrag
AU  - Đorđević, Dejana
PY  - 1993
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2305
AB  - U ovom radu se govori o mogućnostima primene ravanskih računskih modela u hidrotehničkoj 
praksi. Prikazan je jedan od takvih modela, baziran na jednačinama koje su dobijene osrednjavanjem po dubini toka, a koje se regavaju pomoću eksplicitne MacCormack-ove sheme konačnih razlika. Ova shema razdvojenih operatora je zadnjih godina u svetu veoma aktuelna, jer omogućava istovremeno obuhvatanje različitih režima tečenja i dobru reprodukciju talasa sa 
strmim čelom. Mogućnost korišćenja ovog modela u praksi je ilustrovana sa nekoliko primera koji obuhvataju probleme rušenja brane, tečenja kroz suženje i tečenja u blizini napera.
AB  - The possibilities of application of depth-averaged two dimensional numerical models in hydraulic engineering are discussed in this paper. One of such models, based on the explicit time-splitting MacCormack finite-difference scheme, has been briefly described. In the last few years, this particular scheme has become very popular in open-channel hydraulics due to its good shock capturing capabilities and the fact that different flow regimes, which might simultaneously occur in different parts of the channel can be treated in the same time. Several practical examples are used for illustration, including dam-break flow, flow through constriction and flow in the vicinity of groynes.
PB  - Srpsko društvo za odvodnjavanje i navodnjavanje
T2  - Vodoprivreda
T1  - Neki primeri numeričke simulacije ravanskih tokova
EP  - 78
IS  - 141-146
SP  - 73
VL  - 25
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2305
ER  - 

@article{
author = "Jovanović, Miodrag and Đorđević, Dejana",
year = "1993",
abstract = "U ovom radu se govori o mogućnostima primene ravanskih računskih modela u hidrotehničkoj 
praksi. Prikazan je jedan od takvih modela, baziran na jednačinama koje su dobijene osrednjavanjem po dubini toka, a koje se regavaju pomoću eksplicitne MacCormack-ove sheme konačnih razlika. Ova shema razdvojenih operatora je zadnjih godina u svetu veoma aktuelna, jer omogućava istovremeno obuhvatanje različitih režima tečenja i dobru reprodukciju talasa sa 
strmim čelom. Mogućnost korišćenja ovog modela u praksi je ilustrovana sa nekoliko primera koji obuhvataju probleme rušenja brane, tečenja kroz suženje i tečenja u blizini napera., The possibilities of application of depth-averaged two dimensional numerical models in hydraulic engineering are discussed in this paper. One of such models, based on the explicit time-splitting MacCormack finite-difference scheme, has been briefly described. In the last few years, this particular scheme has become very popular in open-channel hydraulics due to its good shock capturing capabilities and the fact that different flow regimes, which might simultaneously occur in different parts of the channel can be treated in the same time. Several practical examples are used for illustration, including dam-break flow, flow through constriction and flow in the vicinity of groynes.",
publisher = "Srpsko društvo za odvodnjavanje i navodnjavanje",
journal = "Vodoprivreda",
title = "Neki primeri numeričke simulacije ravanskih tokova",
pages = "78-73",
number = "141-146",
volume = "25",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2305"
}

Jovanović, M.,& Đorđević, D.. (1993). Neki primeri numeričke simulacije ravanskih tokova. in Vodoprivreda
Srpsko društvo za odvodnjavanje i navodnjavanje., 25(141-146), 73-78.
https://hdl.handle.net/21.15107/rcub_grafar_2305

Jovanović M, Đorđević D. Neki primeri numeričke simulacije ravanskih tokova. in Vodoprivreda. 1993;25(141-146):73-78.
https://hdl.handle.net/21.15107/rcub_grafar_2305 .

Jovanović, Miodrag, Đorđević, Dejana, "Neki primeri numeričke simulacije ravanskih tokova" in Vodoprivreda, 25, no. 141-146 (1993):73-78,
https://hdl.handle.net/21.15107/rcub_grafar_2305 .