TY  - JOUR
AU  - Vasić, Ljiljana
AU  - Milanović, Saša
AU  - Dašić, Tina
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3335
AB  - The complex Krupaja karst system, located in Serbia, which consists of a strong karst spring, a thermal karst spring, and a borehole that captures sub-thermal waters, has been studied. A phenomenon which gives rise to the occurrence of karst waters of three different temperatures within a relatively short distance (about 200 m) led us to assume that these karst waters are formed within the same karst aquifer and circulate through different levels of karst channels that are zonally distributed within a vertical profile; this was confirmed by assessing the groundwater ages. Based on the development of karstification, as presented in this paper, as well as on previous investigations, explanations of four types of circulation within same karst system are provided. The results of measurements of stable isotopes (H, 18O, and 13C) and radioactive isotopes of tritium and T+He and 14C, as well as hydrochemical water analyses, speleogenetic spatial modeling, speleodiving research, etc., confirmed the assumption that these groundwaters belong to the same karst system. However, these karst waters have different residence times, i.e., from only a few days to over several decades and even up to approximately 4000 years, circulating through channels with various distributions along the depth of the karst aquifer.
PB  - MDPI
T2  - Sustainability
T1  - Definition of Circulation Conditions and Groundwater Genesis of the Complex Krupaja Hydrogeological Karst System (Eastern Serbia)
VL  - 15
DO  - 10.3390/su151411146
ER  - 

@article{
author = "Vasić, Ljiljana and Milanović, Saša and Dašić, Tina",
year = "2023",
abstract = "The complex Krupaja karst system, located in Serbia, which consists of a strong karst spring, a thermal karst spring, and a borehole that captures sub-thermal waters, has been studied. A phenomenon which gives rise to the occurrence of karst waters of three different temperatures within a relatively short distance (about 200 m) led us to assume that these karst waters are formed within the same karst aquifer and circulate through different levels of karst channels that are zonally distributed within a vertical profile; this was confirmed by assessing the groundwater ages. Based on the development of karstification, as presented in this paper, as well as on previous investigations, explanations of four types of circulation within same karst system are provided. The results of measurements of stable isotopes (H, 18O, and 13C) and radioactive isotopes of tritium and T+He and 14C, as well as hydrochemical water analyses, speleogenetic spatial modeling, speleodiving research, etc., confirmed the assumption that these groundwaters belong to the same karst system. However, these karst waters have different residence times, i.e., from only a few days to over several decades and even up to approximately 4000 years, circulating through channels with various distributions along the depth of the karst aquifer.",
publisher = "MDPI",
journal = "Sustainability",
title = "Definition of Circulation Conditions and Groundwater Genesis of the Complex Krupaja Hydrogeological Karst System (Eastern Serbia)",
volume = "15",
doi = "10.3390/su151411146"
}

Vasić, L., Milanović, S.,& Dašić, T.. (2023). Definition of Circulation Conditions and Groundwater Genesis of the Complex Krupaja Hydrogeological Karst System (Eastern Serbia). in Sustainability
MDPI., 15.
https://doi.org/10.3390/su151411146

Vasić L, Milanović S, Dašić T. Definition of Circulation Conditions and Groundwater Genesis of the Complex Krupaja Hydrogeological Karst System (Eastern Serbia). in Sustainability. 2023;15.
doi:10.3390/su151411146 .

Vasić, Ljiljana, Milanović, Saša, Dašić, Tina, "Definition of Circulation Conditions and Groundwater Genesis of the Complex Krupaja Hydrogeological Karst System (Eastern Serbia)" in Sustainability, 15 (2023),
https://doi.org/10.3390/su151411146 . .

TY  - JOUR
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Ćatović, Samir
AU  - Bartoš DIvac, Vladislava
AU  - Prohaska, Ognjen
AU  - Ilić, Aleksandra
AU  - Petković, Dejan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3161
AB  - Ideja ovoga rada je da prikaže osnovne rezultate sprovedene sveobuhvatne analize malih voda Save i Drine u zoni ušća Drine. U radu se prikazuju kvantitativne karakteristike malih voda koje se najčešće koriste kao podloga pri projektovanju većine vodoprivrednih i hidrotehničkih objekata. Posebno je detaljno analizirana dužina malovodnih perioda ispod repernih protoka - protoka određenih za izabrana trajanja sa krivih trajanja srednjih dnevnih protoka. Primenjen je novi pristup koji, pored klasične probabilističke analize minimalnih godišnjih i minimalnih srednjih mesečnih protoka, obuhvata i analizu dužina neprekidnih malovodnih perioda sa protocima manjim od protoka karakterističih trajanja, njihovu unutargodišnju raspodelu i zastupljenost. Bazni podaci koji su korišćeni za proračun malih voda su zvanični podaci Državnog hidrometeorološkog zavoda Hrvatske iz Zagreba (DHMZ) i Republičkog hidrometeorološkog zavoda Srbije iz Beograda (RHMZ) na hidrološkim stanicama (HS) Županja i Sremska Mitrovica na reci Savi i Radalj na reci Drini.
T2  - Hrvatske vode
T1  - Sveobuhvatna analiza malih voda na širem sektoru ušća reke Drine u reku Savu
EP  - 54
IS  - 123
SP  - 37
VL  - 31
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3161
ER  - 

@article{
author = "Prohaska, Stevan and Plavšić, Jasna and Ćatović, Samir and Bartoš DIvac, Vladislava and Prohaska, Ognjen and Ilić, Aleksandra and Petković, Dejan",
year = "2023",
abstract = "Ideja ovoga rada je da prikaže osnovne rezultate sprovedene sveobuhvatne analize malih voda Save i Drine u zoni ušća Drine. U radu se prikazuju kvantitativne karakteristike malih voda koje se najčešće koriste kao podloga pri projektovanju većine vodoprivrednih i hidrotehničkih objekata. Posebno je detaljno analizirana dužina malovodnih perioda ispod repernih protoka - protoka određenih za izabrana trajanja sa krivih trajanja srednjih dnevnih protoka. Primenjen je novi pristup koji, pored klasične probabilističke analize minimalnih godišnjih i minimalnih srednjih mesečnih protoka, obuhvata i analizu dužina neprekidnih malovodnih perioda sa protocima manjim od protoka karakterističih trajanja, njihovu unutargodišnju raspodelu i zastupljenost. Bazni podaci koji su korišćeni za proračun malih voda su zvanični podaci Državnog hidrometeorološkog zavoda Hrvatske iz Zagreba (DHMZ) i Republičkog hidrometeorološkog zavoda Srbije iz Beograda (RHMZ) na hidrološkim stanicama (HS) Županja i Sremska Mitrovica na reci Savi i Radalj na reci Drini.",
journal = "Hrvatske vode",
title = "Sveobuhvatna analiza malih voda na širem sektoru ušća reke Drine u reku Savu",
pages = "54-37",
number = "123",
volume = "31",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3161"
}

Prohaska, S., Plavšić, J., Ćatović, S., Bartoš DIvac, V., Prohaska, O., Ilić, A.,& Petković, D.. (2023). Sveobuhvatna analiza malih voda na širem sektoru ušća reke Drine u reku Savu. in Hrvatske vode, 31(123), 37-54.
https://hdl.handle.net/21.15107/rcub_grafar_3161

Prohaska S, Plavšić J, Ćatović S, Bartoš DIvac V, Prohaska O, Ilić A, Petković D. Sveobuhvatna analiza malih voda na širem sektoru ušća reke Drine u reku Savu. in Hrvatske vode. 2023;31(123):37-54.
https://hdl.handle.net/21.15107/rcub_grafar_3161 .

Prohaska, Stevan, Plavšić, Jasna, Ćatović, Samir, Bartoš DIvac, Vladislava, Prohaska, Ognjen, Ilić, Aleksandra, Petković, Dejan, "Sveobuhvatna analiza malih voda na širem sektoru ušća reke Drine u reku Savu" in Hrvatske vode, 31, no. 123 (2023):37-54,
https://hdl.handle.net/21.15107/rcub_grafar_3161 .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2807
AB  - REZIME
Potreba za povećanjem kapaciteta flotacijske deponije borskog rudnika u Velikom Krivelju  za posledicu ima izvestan slom konstrukcije postojeće tunelske derivacije Kriveljske reke koja ide po dnu deponije. U tekstu se prikazuje odabrano rešenje za novu tunelsku derivaciju pravcem pored deponije. Prikazane su osnovne karakteristike tunela, skretne brane na Kriveljskoj reci kao i sigurnosnog preliva brane sa slapištem. Ovim rešenjem se, uz druge potrebne objekte i mere, obezbeđuje buduće tehnološko funkcionisanje proizvodnje bakra i pratećih metala.
AB  - ABSTRACT 
Enlagement of existing Bor mines flotation tailing landfields at Veliki Krivelj site leads to inevitable structure collapse of the Kriveljska river tunnel derivation, since that the tunnel lies on the landfield invert. This report depicts final design of the new tunnel derivation traced out of the landfill. Characteristics of the tunnel, diversion dam at the tunnel intake and its safety spillway are presented. The tunnel design, along with other structures design and management decisions, enables future techological integrity of copper and trace metals production in Bor municipality.
PB  - Srpsko društvo za zaštitu voda, Kneza Miloša 9/1, Beograd, Srbijia
C3  - VODA 2022 : zbornik radova 51. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Vrnjačka Banja, 26.-28. oktobar 2022. / WATER 2022 : Conference Proceedings 51st Annual Conference of the Serbian Water Pollution Control Society
T1  - Nova tunelska derivacija Kriveljske reke pored flotacijskog jalovišta Veliki Krivelj
T1  - New Krivelj River Tunnel Derivation Around Veliki Krivelj Flotation Waste Heap
EP  - 220
SP  - 215
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2807
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin",
year = "2022",
abstract = "REZIME
Potreba za povećanjem kapaciteta flotacijske deponije borskog rudnika u Velikom Krivelju  za posledicu ima izvestan slom konstrukcije postojeće tunelske derivacije Kriveljske reke koja ide po dnu deponije. U tekstu se prikazuje odabrano rešenje za novu tunelsku derivaciju pravcem pored deponije. Prikazane su osnovne karakteristike tunela, skretne brane na Kriveljskoj reci kao i sigurnosnog preliva brane sa slapištem. Ovim rešenjem se, uz druge potrebne objekte i mere, obezbeđuje buduće tehnološko funkcionisanje proizvodnje bakra i pratećih metala., ABSTRACT 
Enlagement of existing Bor mines flotation tailing landfields at Veliki Krivelj site leads to inevitable structure collapse of the Kriveljska river tunnel derivation, since that the tunnel lies on the landfield invert. This report depicts final design of the new tunnel derivation traced out of the landfill. Characteristics of the tunnel, diversion dam at the tunnel intake and its safety spillway are presented. The tunnel design, along with other structures design and management decisions, enables future techological integrity of copper and trace metals production in Bor municipality.",
publisher = "Srpsko društvo za zaštitu voda, Kneza Miloša 9/1, Beograd, Srbijia",
journal = "VODA 2022 : zbornik radova 51. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Vrnjačka Banja, 26.-28. oktobar 2022. / WATER 2022 : Conference Proceedings 51st Annual Conference of the Serbian Water Pollution Control Society",
title = "Nova tunelska derivacija Kriveljske reke pored flotacijskog jalovišta Veliki Krivelj, New Krivelj River Tunnel Derivation Around Veliki Krivelj Flotation Waste Heap",
pages = "220-215",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2807"
}

Batinić, B.,& Pavlović, D.. (2022). Nova tunelska derivacija Kriveljske reke pored flotacijskog jalovišta Veliki Krivelj. in VODA 2022 : zbornik radova 51. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Vrnjačka Banja, 26.-28. oktobar 2022. / WATER 2022 : Conference Proceedings 51st Annual Conference of the Serbian Water Pollution Control Society
Srpsko društvo za zaštitu voda, Kneza Miloša 9/1, Beograd, Srbijia., 215-220.
https://hdl.handle.net/21.15107/rcub_grafar_2807

Batinić B, Pavlović D. Nova tunelska derivacija Kriveljske reke pored flotacijskog jalovišta Veliki Krivelj. in VODA 2022 : zbornik radova 51. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Vrnjačka Banja, 26.-28. oktobar 2022. / WATER 2022 : Conference Proceedings 51st Annual Conference of the Serbian Water Pollution Control Society. 2022;:215-220.
https://hdl.handle.net/21.15107/rcub_grafar_2807 .

Batinić, Božidar, Pavlović, Dragutin, "Nova tunelska derivacija Kriveljske reke pored flotacijskog jalovišta Veliki Krivelj" in VODA 2022 : zbornik radova 51. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Vrnjačka Banja, 26.-28. oktobar 2022. / WATER 2022 : Conference Proceedings 51st Annual Conference of the Serbian Water Pollution Control Society (2022):215-220,
https://hdl.handle.net/21.15107/rcub_grafar_2807 .

TY  - CONF
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Ćatović, Samir
AU  - Bartoš Divac, Vladislava
AU  - Prohaska, Ognjen
AU  - Ilić, Aleksandra
AU  - Marjanović, Srđan
AU  - Pavlović, Dragutin
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2606
AB  - Ideja ovoga rada je da prikaže prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije kao podloga projektovanju većine vodoprivrednih i hidrotehničkih objekata. To se pre svega odnosi na prostorni prikaz modula oticaja minimalnih srednjih mesečnih protoka 95% obezbeđenosti i srednjih godišnjih protoka verovatnoće pojave 10% i trajanja malovodnih perioda ispod protoka karakterističnih trajanja. Navedene karakteristike malih voda preuzete se iz buduće monografije „Prosečni protoci i male vode na srednjim i malim slivovima Srbije”, čija je izrada u toku.
AB  - This paper presents the spatial distribution of basic characteristics of low flows on the territory of the Republic of Serbia as the basis for design of various water management systems and hydraulic engineering structures. Spatial representation of specific runoff for minimum annual mean monthly flows of 95% probability of exceedance, specific runoff for mean annual flows of 10% probability of non-exceedance, and duration of low flow below selected characteristic threshold values. These low flow characteristics are taken from the forthcoming monograph “Mean and low flows in small and medium watersheds in Serbia”, which is under preparation.
PB  - Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.
C3  - Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije
EP  - 64
SP  - 57
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2606
ER  - 

@conference{
author = "Prohaska, Stevan and Plavšić, Jasna and Ćatović, Samir and Bartoš Divac, Vladislava and Prohaska, Ognjen and Ilić, Aleksandra and Marjanović, Srđan and Pavlović, Dragutin",
year = "2021",
abstract = "Ideja ovoga rada je da prikaže prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije kao podloga projektovanju većine vodoprivrednih i hidrotehničkih objekata. To se pre svega odnosi na prostorni prikaz modula oticaja minimalnih srednjih mesečnih protoka 95% obezbeđenosti i srednjih godišnjih protoka verovatnoće pojave 10% i trajanja malovodnih perioda ispod protoka karakterističnih trajanja. Navedene karakteristike malih voda preuzete se iz buduće monografije „Prosečni protoci i male vode na srednjim i malim slivovima Srbije”, čija je izrada u toku., This paper presents the spatial distribution of basic characteristics of low flows on the territory of the Republic of Serbia as the basis for design of various water management systems and hydraulic engineering structures. Spatial representation of specific runoff for minimum annual mean monthly flows of 95% probability of exceedance, specific runoff for mean annual flows of 10% probability of non-exceedance, and duration of low flow below selected characteristic threshold values. These low flow characteristics are taken from the forthcoming monograph “Mean and low flows in small and medium watersheds in Serbia”, which is under preparation.",
publisher = "Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.",
journal = "Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju",
title = "Prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije",
pages = "64-57",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2606"
}

Prohaska, S., Plavšić, J., Ćatović, S., Bartoš Divac, V., Prohaska, O., Ilić, A., Marjanović, S.,& Pavlović, D.. (2021). Prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.., 57-64.
https://hdl.handle.net/21.15107/rcub_grafar_2606

Prohaska S, Plavšić J, Ćatović S, Bartoš Divac V, Prohaska O, Ilić A, Marjanović S, Pavlović D. Prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2021;:57-64.
https://hdl.handle.net/21.15107/rcub_grafar_2606 .

Prohaska, Stevan, Plavšić, Jasna, Ćatović, Samir, Bartoš Divac, Vladislava, Prohaska, Ognjen, Ilić, Aleksandra, Marjanović, Srđan, Pavlović, Dragutin, "Prostorni raspored osnovnih karakteristika malih voda na teritoriji Republike Srbije" in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2021):57-64,
https://hdl.handle.net/21.15107/rcub_grafar_2606 .

TY  - JOUR
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Ćatović, Samir
AU  - Bartoš Divac, Vladislava
AU  - Prohaska, Ognjen
AU  - Ilić, Aleksandra
AU  - Marjanović, Srđan
AU  - Pavlović, Dragutin
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2468
AB  - Ideja ovoga rada je da prikaže osnovne rezultate sprovedene sveobuhvatne analize malih voda na teritoriji Republike Srbije, južno od Save i Dunava, preuzete iz buduće monografije „Proseĉni protoci i male vode na srednjim i malim slivovima Srbije”, ĉija je izrada u toku. Ovu monografiju zajedno realizuju Institut za vodoprivredu „Jaroslav Ĉerni” i Republiĉki hidrometeorološki zavod Srbije, uz uĉešće GraĊevinskog fakulteta iz Beograda i GraĊevinsko-arhitektonskog fakulteta iz Niša. U radu su prikazane kvantitativne karakteristike malih voda, koje se najĉešće koriste kao podloga u projektovanju većine vodoprivrednih i hidrotehniĉkih objekata, a pre svega za ocenu „minimalnog održivog protoka”, koji se po važećem Zakonu o vodama mora neprikosnoveno ostaviti u reci za potrebe održavanja biocenoze i zadovoljenje potreba nizvodnih korisnika. U konkretnom sluĉaju prikazuju se najbitniji rezultati ocene višegodišnjih proseka srednje godišnjeg protoka, krivih trajanja srednje dnevnih protoka i obezbeĊenosti minimalnih srednje meseĉnih protoka. Posebno su detaljno analizirani kvantitativni pokazatelji dužina malovodnih perioda ispod protoka sa odabranim trajanjem, odreĊenih sa krivih trajanja dnevnih protoka. Primenjen je novi prilaz koji obuhvata, pored klasiĉne probabilistiĉke analize minimalnih godišnjih i minimalnih srednjih meseĉnih protoka, i sveobuhvatnu analizu neprekidnih trajanja malih voda ispod protoka karakteristiĉnih trajanja, njihove unutargodišnje raspodele i procentualne zastupljenosti. Bazni podaci korišćeni pri izradi ove analize, zvaniĉni su podaci Republiĉkog hidrometeorološkog zavoda sa 82 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije, južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od poĉetka rada odreĊene hidrološke stanice, do zakljuĉno sa 2018. godinom.
AB  - This paper presents main results of a comprehensive analysis of low flows on the territory of the Republic of Serbia, south of the Sava and the Danube rivers. The results are a part of the forthcoming book on “Mean and low flows in small and medium watersheds in Serbia”, which is under development. The book is being produced jointly by the “Jaroslav Černi” Institute for Water Resources Management and Republic Hydrometeo¬ro¬logical Service of Serbia with participation of the University of Belgrade – Faculty of Civil Engineering and University of Niš – Faculty of Civil Engineering and Architecture. The analysis deals with the quantitative characteristics of low flows that are commonly used for design in various water management and hydraulic engineering projects, but are also a starting point in estimating the “minimum sustainable flow”, which is, according to the current Water Act, the minimum flow in the rivers needed for maintaining the biocenosis and for satisfying the demands of downstream users. The main outcomes of the comprehensive low flow analysis presented in this paper are the long-term mean flow, duration of daily flows and probability of exceedance of minimum mean monthly flows. Additionally, special attention is given to quantitative indices of length of intervals with flow below the specified thresholds, taken from the flow duration curve. A new approach applied includes, beside a classical statistical analysis of annual minima and mean monthly minima, a comprehensive analysis of continuous duration of low flows below the specified thresholds and their seasonal distribution. Basic data from 82 hydrological stations in small and medium-sized watersheds within Serbia south of the Danube and the Sava rivers are provided by Republic Hydromete-orological Service. All available data on daily and absolute annual minimum flows from the start of operation and 2018 are used in the analysis.
T2  - Vodoprivreda
T1  - Sveobuhvatna analiza malih voda na srednjim i malim slivovima Republike Srbije južno od Save i Dunava
EP  - 63
IS  - 309-310
SP  - 47
VL  - 53
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2468
ER  - 

@article{
author = "Prohaska, Stevan and Plavšić, Jasna and Ćatović, Samir and Bartoš Divac, Vladislava and Prohaska, Ognjen and Ilić, Aleksandra and Marjanović, Srđan and Pavlović, Dragutin",
year = "2021",
abstract = "Ideja ovoga rada je da prikaže osnovne rezultate sprovedene sveobuhvatne analize malih voda na teritoriji Republike Srbije, južno od Save i Dunava, preuzete iz buduće monografije „Proseĉni protoci i male vode na srednjim i malim slivovima Srbije”, ĉija je izrada u toku. Ovu monografiju zajedno realizuju Institut za vodoprivredu „Jaroslav Ĉerni” i Republiĉki hidrometeorološki zavod Srbije, uz uĉešće GraĊevinskog fakulteta iz Beograda i GraĊevinsko-arhitektonskog fakulteta iz Niša. U radu su prikazane kvantitativne karakteristike malih voda, koje se najĉešće koriste kao podloga u projektovanju većine vodoprivrednih i hidrotehniĉkih objekata, a pre svega za ocenu „minimalnog održivog protoka”, koji se po važećem Zakonu o vodama mora neprikosnoveno ostaviti u reci za potrebe održavanja biocenoze i zadovoljenje potreba nizvodnih korisnika. U konkretnom sluĉaju prikazuju se najbitniji rezultati ocene višegodišnjih proseka srednje godišnjeg protoka, krivih trajanja srednje dnevnih protoka i obezbeĊenosti minimalnih srednje meseĉnih protoka. Posebno su detaljno analizirani kvantitativni pokazatelji dužina malovodnih perioda ispod protoka sa odabranim trajanjem, odreĊenih sa krivih trajanja dnevnih protoka. Primenjen je novi prilaz koji obuhvata, pored klasiĉne probabilistiĉke analize minimalnih godišnjih i minimalnih srednjih meseĉnih protoka, i sveobuhvatnu analizu neprekidnih trajanja malih voda ispod protoka karakteristiĉnih trajanja, njihove unutargodišnje raspodele i procentualne zastupljenosti. Bazni podaci korišćeni pri izradi ove analize, zvaniĉni su podaci Republiĉkog hidrometeorološkog zavoda sa 82 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije, južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od poĉetka rada odreĊene hidrološke stanice, do zakljuĉno sa 2018. godinom., This paper presents main results of a comprehensive analysis of low flows on the territory of the Republic of Serbia, south of the Sava and the Danube rivers. The results are a part of the forthcoming book on “Mean and low flows in small and medium watersheds in Serbia”, which is under development. The book is being produced jointly by the “Jaroslav Černi” Institute for Water Resources Management and Republic Hydrometeo¬ro¬logical Service of Serbia with participation of the University of Belgrade – Faculty of Civil Engineering and University of Niš – Faculty of Civil Engineering and Architecture. The analysis deals with the quantitative characteristics of low flows that are commonly used for design in various water management and hydraulic engineering projects, but are also a starting point in estimating the “minimum sustainable flow”, which is, according to the current Water Act, the minimum flow in the rivers needed for maintaining the biocenosis and for satisfying the demands of downstream users. The main outcomes of the comprehensive low flow analysis presented in this paper are the long-term mean flow, duration of daily flows and probability of exceedance of minimum mean monthly flows. Additionally, special attention is given to quantitative indices of length of intervals with flow below the specified thresholds, taken from the flow duration curve. A new approach applied includes, beside a classical statistical analysis of annual minima and mean monthly minima, a comprehensive analysis of continuous duration of low flows below the specified thresholds and their seasonal distribution. Basic data from 82 hydrological stations in small and medium-sized watersheds within Serbia south of the Danube and the Sava rivers are provided by Republic Hydromete-orological Service. All available data on daily and absolute annual minimum flows from the start of operation and 2018 are used in the analysis.",
journal = "Vodoprivreda",
title = "Sveobuhvatna analiza malih voda na srednjim i malim slivovima Republike Srbije južno od Save i Dunava",
pages = "63-47",
number = "309-310",
volume = "53",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2468"
}

Prohaska, S., Plavšić, J., Ćatović, S., Bartoš Divac, V., Prohaska, O., Ilić, A., Marjanović, S.,& Pavlović, D.. (2021). Sveobuhvatna analiza malih voda na srednjim i malim slivovima Republike Srbije južno od Save i Dunava. in Vodoprivreda, 53(309-310), 47-63.
https://hdl.handle.net/21.15107/rcub_grafar_2468

Prohaska S, Plavšić J, Ćatović S, Bartoš Divac V, Prohaska O, Ilić A, Marjanović S, Pavlović D. Sveobuhvatna analiza malih voda na srednjim i malim slivovima Republike Srbije južno od Save i Dunava. in Vodoprivreda. 2021;53(309-310):47-63.
https://hdl.handle.net/21.15107/rcub_grafar_2468 .

Prohaska, Stevan, Plavšić, Jasna, Ćatović, Samir, Bartoš Divac, Vladislava, Prohaska, Ognjen, Ilić, Aleksandra, Marjanović, Srđan, Pavlović, Dragutin, "Sveobuhvatna analiza malih voda na srednjim i malim slivovima Republike Srbije južno od Save i Dunava" in Vodoprivreda, 53, no. 309-310 (2021):47-63,
https://hdl.handle.net/21.15107/rcub_grafar_2468 .

TY  - CONF
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Ćatović, Samir
AU  - Bartoš Divac, Vladislava
AU  - Prohaska, Ognjen
AU  - Ilić, Aleksandra
AU  - Marjanović, Srđan
AU  - Pavlović, Dragutin
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2604
AB  - Maksimalna trajanja malovodnih perioda, koje se prikazuju u ovom radu, preuzeta su iz nove monografije „Prosečni protoci i male vode na srednjim i malim slivovima Srbije”, čija je izrada u toku, a koju zajednički realizuju Institut za vodoprivredu „Jaroslav Černi“ i Republički hidrometeorološki zavod Srbije uz učešće Građevinskog fakulteta iz Beograda i Građevinsko-arhitektonskog fakulteta iz Niša. Bazni podaci koji su korišćeni su zvanični podaci Republičkog hidrometeorološkog zavoda sa 82 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od početka rada određene hidrološke stanice do zaključno sa 2018. godinom. U ovom radu daje se samo prikaz rezultata obrada jedne od osnovnih karakteristika malovodnih perioda, a to su maksimalna trajanja malovodnih perioda u funkciji repernih protoka i verovatnoće pojave, kao i njihova unutargodišnja zastupljenost. Prikazani su osrednjeni rezultati za razmatrane slivove i za celu teritoriju Republike Srbije.
AB  - Maximum low flow durations, presented in this paper, are taken from the new book on “Mean and low flows in small and medium watersheds in Serbia”, which is jointly under development by the “Jaroslav Černi” Institute for Water Resources Management and Republic Hydrometeorological Service of Serbia with participation of the University of Belgrade – Faculty of Civil Engineering and University of Niš – Faculty of Civil Engineering and Architecture. Basic data from 82 hydrological stations in small and medium-sized watersheds within Serbia south of the Danube and the Sava rivers are provided by Republic Hydrometeorological Service. All available data on daily and absolute annual minimum flows from the start of operation and 2018 are used in the analysis. This paper presents a part of the results relating maximum low flow durations to characteristic thresholds and probability of occurrence, as well as their seasonal distribution. The results are averaged over individual watersheds and for the territory of Serbia.
PB  - Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.
C3  - Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
T1  - Maksimalna trajanja malovodnih perioda na malim i srednjim slivovima Srbije
EP  - 456
SP  - 448
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2604
ER  - 

@conference{
author = "Prohaska, Stevan and Plavšić, Jasna and Ćatović, Samir and Bartoš Divac, Vladislava and Prohaska, Ognjen and Ilić, Aleksandra and Marjanović, Srđan and Pavlović, Dragutin",
year = "2021",
abstract = "Maksimalna trajanja malovodnih perioda, koje se prikazuju u ovom radu, preuzeta su iz nove monografije „Prosečni protoci i male vode na srednjim i malim slivovima Srbije”, čija je izrada u toku, a koju zajednički realizuju Institut za vodoprivredu „Jaroslav Černi“ i Republički hidrometeorološki zavod Srbije uz učešće Građevinskog fakulteta iz Beograda i Građevinsko-arhitektonskog fakulteta iz Niša. Bazni podaci koji su korišćeni su zvanični podaci Republičkog hidrometeorološkog zavoda sa 82 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od početka rada određene hidrološke stanice do zaključno sa 2018. godinom. U ovom radu daje se samo prikaz rezultata obrada jedne od osnovnih karakteristika malovodnih perioda, a to su maksimalna trajanja malovodnih perioda u funkciji repernih protoka i verovatnoće pojave, kao i njihova unutargodišnja zastupljenost. Prikazani su osrednjeni rezultati za razmatrane slivove i za celu teritoriju Republike Srbije., Maximum low flow durations, presented in this paper, are taken from the new book on “Mean and low flows in small and medium watersheds in Serbia”, which is jointly under development by the “Jaroslav Černi” Institute for Water Resources Management and Republic Hydrometeorological Service of Serbia with participation of the University of Belgrade – Faculty of Civil Engineering and University of Niš – Faculty of Civil Engineering and Architecture. Basic data from 82 hydrological stations in small and medium-sized watersheds within Serbia south of the Danube and the Sava rivers are provided by Republic Hydrometeorological Service. All available data on daily and absolute annual minimum flows from the start of operation and 2018 are used in the analysis. This paper presents a part of the results relating maximum low flow durations to characteristic thresholds and probability of occurrence, as well as their seasonal distribution. The results are averaged over individual watersheds and for the territory of Serbia.",
publisher = "Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.",
journal = "Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju",
title = "Maksimalna trajanja malovodnih perioda na malim i srednjim slivovima Srbije",
pages = "456-448",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2604"
}

Prohaska, S., Plavšić, J., Ćatović, S., Bartoš Divac, V., Prohaska, O., Ilić, A., Marjanović, S.,& Pavlović, D.. (2021). Maksimalna trajanja malovodnih perioda na malim i srednjim slivovima Srbije. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju
Univerzitet u Beogradu - Građevinski fakultet, Beograd, 2021.., 448-456.
https://hdl.handle.net/21.15107/rcub_grafar_2604

Prohaska S, Plavšić J, Ćatović S, Bartoš Divac V, Prohaska O, Ilić A, Marjanović S, Pavlović D. Maksimalna trajanja malovodnih perioda na malim i srednjim slivovima Srbije. in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju. 2021;:448-456.
https://hdl.handle.net/21.15107/rcub_grafar_2604 .

Prohaska, Stevan, Plavšić, Jasna, Ćatović, Samir, Bartoš Divac, Vladislava, Prohaska, Ognjen, Ilić, Aleksandra, Marjanović, Srđan, Pavlović, Dragutin, "Maksimalna trajanja malovodnih perioda na malim i srednjim slivovima Srbije" in Zbornik radova 19. naučnog savetovanja Srpskog društva za hidraulička istraživanja i Srpskog društva za hidrologiju (2021):448-456,
https://hdl.handle.net/21.15107/rcub_grafar_2604 .

TY  - CONF
AU  - Todorovic, Andrijana
AU  - Petroselli, Andrea
AU  - Zlatanović, Nikola
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2615
AB  - Accurate estimation of design floods is one of the most important tasks of applied hydrology, since design of hydraulic structures and flood protection measures heavily depends on these estimates. In hydrologically gauged catchments these estimates are usually obtained by applying frequency analyses over a series of annual maxima. In case of ungauged catchments, design floods are commonly estimated by applying an event-based rainfall-runoff models with design rainfall hyetographs (hereafter referred to as models). Although the design flood estimates obtained in this way are rather sensitive to every element of these models (e.g., design rainfall duration or unit hydrograph method), there is no specific guidance on the modelling decisions to obtain reliable design flood estimates. Robustness of a particular model is evaluated in gauged catchments (where observed data are available), by comparing design floods obtained with the model, to the results of the frequency analysis. The agreement between the two design flood estimates is usually quantified in terms of relative errors, which do not take into account uncertainty in the quantiles. In this paper, we propose a complementary approach to evaluation of event-based models, which implies that design flood estimates are compared to the confidence intervals of the quantiles. This approach is applied to nine models used to simulate design floods of 20-, 50- and 100-year return periods at the location of Zavlaka stream gauge on the Jadar River. The results show that taking quantile confidence intervals into consideration can provide additional insights in model performance, and, thus, should be mandatorily included in the model evaluation. Comparison across the models reveals considerable sensitivity of the design flood estimates to the models. Models that use daily design rainfall of uniform intensity systematically underestimate corresponding quantiles, while the estimates obtained with shorter rainfall durations or with rainfall of non-uniform intensities result in errors of both signs. Equifinality between the curve number and rainfall duration is also detected in the results. This study exposes challenges in evaluating event-based models, and emphasises the need for specific guidance on the application of these models for design flood estimation.
PB  - Univerzitet u Beogradu – Građevinski fakultet, Beograd, 2021.
T1  - Can rainfall-runoff models provide accurate estimates of design flood quantiles in ungauged catchments?
EP  - 181
SP  - 170
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2615
ER  - 

@conference{
author = "Todorovic, Andrijana and Petroselli, Andrea and Zlatanović, Nikola",
year = "2021",
abstract = "Accurate estimation of design floods is one of the most important tasks of applied hydrology, since design of hydraulic structures and flood protection measures heavily depends on these estimates. In hydrologically gauged catchments these estimates are usually obtained by applying frequency analyses over a series of annual maxima. In case of ungauged catchments, design floods are commonly estimated by applying an event-based rainfall-runoff models with design rainfall hyetographs (hereafter referred to as models). Although the design flood estimates obtained in this way are rather sensitive to every element of these models (e.g., design rainfall duration or unit hydrograph method), there is no specific guidance on the modelling decisions to obtain reliable design flood estimates. Robustness of a particular model is evaluated in gauged catchments (where observed data are available), by comparing design floods obtained with the model, to the results of the frequency analysis. The agreement between the two design flood estimates is usually quantified in terms of relative errors, which do not take into account uncertainty in the quantiles. In this paper, we propose a complementary approach to evaluation of event-based models, which implies that design flood estimates are compared to the confidence intervals of the quantiles. This approach is applied to nine models used to simulate design floods of 20-, 50- and 100-year return periods at the location of Zavlaka stream gauge on the Jadar River. The results show that taking quantile confidence intervals into consideration can provide additional insights in model performance, and, thus, should be mandatorily included in the model evaluation. Comparison across the models reveals considerable sensitivity of the design flood estimates to the models. Models that use daily design rainfall of uniform intensity systematically underestimate corresponding quantiles, while the estimates obtained with shorter rainfall durations or with rainfall of non-uniform intensities result in errors of both signs. Equifinality between the curve number and rainfall duration is also detected in the results. This study exposes challenges in evaluating event-based models, and emphasises the need for specific guidance on the application of these models for design flood estimation.",
publisher = "Univerzitet u Beogradu – Građevinski fakultet, Beograd, 2021.",
title = "Can rainfall-runoff models provide accurate estimates of design flood quantiles in ungauged catchments?",
pages = "181-170",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2615"
}

Todorovic, A., Petroselli, A.,& Zlatanović, N.. (2021). Can rainfall-runoff models provide accurate estimates of design flood quantiles in ungauged catchments?. 
Univerzitet u Beogradu – Građevinski fakultet, Beograd, 2021.., 170-181.
https://hdl.handle.net/21.15107/rcub_grafar_2615

Todorovic A, Petroselli A, Zlatanović N. Can rainfall-runoff models provide accurate estimates of design flood quantiles in ungauged catchments?. 2021;:170-181.
https://hdl.handle.net/21.15107/rcub_grafar_2615 .

Todorovic, Andrijana, Petroselli, Andrea, Zlatanović, Nikola, "Can rainfall-runoff models provide accurate estimates of design flood quantiles in ungauged catchments?" (2021):170-181,
https://hdl.handle.net/21.15107/rcub_grafar_2615 .

TY  - CONF
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Pavlović, Dragutin
AU  - Ćatović, Samir
AU  - Marjanović, Srđan
AU  - Bartoš Divac, Vladislava
AU  - Prohaska, Ognjen
AU  - Ilić, Aleksandra
AU  - Todorović, Andrijana
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2505
AB  - U radu se prikazuju rezultati statističke analize izabranih parametara malih voda na malim i srednjim slivovima u Srbiji nastali tokom izrade nove monografije „Prosečni protoci i male vode na malim i srednjim slivovima Srbije”, koju zajednički realizuju Institut za vodoprivredu „Jaroslav Černi“ i Republički hidrometeorološki zavod Srbije uz učešće Građevinskog fakulteta iz Beograda i Građevinsko-arhitektonskog fakulteta iz Niša. Osnovna ideja je da se na odabranim srednjim i malim slivovima u Srbiji definišu osnovne kvantitativne karakteristike prosečnih protoka i malih voda. Bazni podaci koji su korišćeni su zvanični podaci Republičkog hidrometeorološkog zavoda sa 132 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od početka rada određene hidrološke stanice do zaključno sa 2018. godinom.
U ovom radu dat je grafički prikaz rezultata obrade osnovnih karakteristika malih voda i to: minimalnih srednjemesečnih protoka verovatnoće pojave 95%, kao i minimalnih godišnjih protoka  verovatnoće pojave 1%.
AB  - The paper presents the results of the statistical analysis of selected low flow indicators in medium and small Serbian basins obtained withing the scope of a new monograph "Mean and low flows in medium and small basins of Serbia", which is being prepared jointly by the Water Institute "Jaroslav Cerni" and the Republic Hydrometeorological Service of Serbia, with the participation of the Faculty of Civil Engineering of Belgrade and the Faculty of Civil Engineering and Architecture of Nis. The basic idea is to provide principal quantitative characteristics of mean and low flows in selected medium and small basins in Serbia. The data used in the analysis are the official data provided by the Republic Hydrometeorological Service at 132 stream gauges in medium and small basins in the territory of Serbia, south of the Sava and Danube Rivers. Thereby, all the available time series of mean daily and annual minimum flows were used. The processing periods are from when the certain gauging station started operating to the end of 2018.
This paper presents only the results of the basic low flow indicators, such as the minimum mean monthly flows of the 95% probability of exceedance, as well as the annual minimum flows of the 1% probability of non-exceedance.
PB  - Srpsko društvo za zaštitu voda
C3  - Voda 2020 : zbornik radova 49. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Trebinje, 19.-20. novembar 2020. / Water 2020 : Conference Proceedings 49th Annual Conference of the Serbian Water Pollution Control Society
T1  - Male vode na malim i srednjim slivovima Srbije
EP  - 15
SP  - 9
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2505
ER  - 

@conference{
author = "Prohaska, Stevan and Plavšić, Jasna and Pavlović, Dragutin and Ćatović, Samir and Marjanović, Srđan and Bartoš Divac, Vladislava and Prohaska, Ognjen and Ilić, Aleksandra and Todorović, Andrijana",
year = "2020",
abstract = "U radu se prikazuju rezultati statističke analize izabranih parametara malih voda na malim i srednjim slivovima u Srbiji nastali tokom izrade nove monografije „Prosečni protoci i male vode na malim i srednjim slivovima Srbije”, koju zajednički realizuju Institut za vodoprivredu „Jaroslav Černi“ i Republički hidrometeorološki zavod Srbije uz učešće Građevinskog fakulteta iz Beograda i Građevinsko-arhitektonskog fakulteta iz Niša. Osnovna ideja je da se na odabranim srednjim i malim slivovima u Srbiji definišu osnovne kvantitativne karakteristike prosečnih protoka i malih voda. Bazni podaci koji su korišćeni su zvanični podaci Republičkog hidrometeorološkog zavoda sa 132 profila hidroloških stanica na srednjim i malim slivovima na teritoriji Srbije južno od Save i Dunava. Pri tome su korišćene sve raspoložive vremenske serije srednjednevnih i minimalnih godišnjih protoka. Periodi obrade su bili od početka rada određene hidrološke stanice do zaključno sa 2018. godinom.
U ovom radu dat je grafički prikaz rezultata obrade osnovnih karakteristika malih voda i to: minimalnih srednjemesečnih protoka verovatnoće pojave 95%, kao i minimalnih godišnjih protoka  verovatnoće pojave 1%., The paper presents the results of the statistical analysis of selected low flow indicators in medium and small Serbian basins obtained withing the scope of a new monograph "Mean and low flows in medium and small basins of Serbia", which is being prepared jointly by the Water Institute "Jaroslav Cerni" and the Republic Hydrometeorological Service of Serbia, with the participation of the Faculty of Civil Engineering of Belgrade and the Faculty of Civil Engineering and Architecture of Nis. The basic idea is to provide principal quantitative characteristics of mean and low flows in selected medium and small basins in Serbia. The data used in the analysis are the official data provided by the Republic Hydrometeorological Service at 132 stream gauges in medium and small basins in the territory of Serbia, south of the Sava and Danube Rivers. Thereby, all the available time series of mean daily and annual minimum flows were used. The processing periods are from when the certain gauging station started operating to the end of 2018.
This paper presents only the results of the basic low flow indicators, such as the minimum mean monthly flows of the 95% probability of exceedance, as well as the annual minimum flows of the 1% probability of non-exceedance.",
publisher = "Srpsko društvo za zaštitu voda",
journal = "Voda 2020 : zbornik radova 49. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Trebinje, 19.-20. novembar 2020. / Water 2020 : Conference Proceedings 49th Annual Conference of the Serbian Water Pollution Control Society",
title = "Male vode na malim i srednjim slivovima Srbije",
pages = "15-9",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2505"
}

Prohaska, S., Plavšić, J., Pavlović, D., Ćatović, S., Marjanović, S., Bartoš Divac, V., Prohaska, O., Ilić, A.,& Todorović, A.. (2020). Male vode na malim i srednjim slivovima Srbije. in Voda 2020 : zbornik radova 49. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Trebinje, 19.-20. novembar 2020. / Water 2020 : Conference Proceedings 49th Annual Conference of the Serbian Water Pollution Control Society
Srpsko društvo za zaštitu voda., 9-15.
https://hdl.handle.net/21.15107/rcub_grafar_2505

Prohaska S, Plavšić J, Pavlović D, Ćatović S, Marjanović S, Bartoš Divac V, Prohaska O, Ilić A, Todorović A. Male vode na malim i srednjim slivovima Srbije. in Voda 2020 : zbornik radova 49. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Trebinje, 19.-20. novembar 2020. / Water 2020 : Conference Proceedings 49th Annual Conference of the Serbian Water Pollution Control Society. 2020;:9-15.
https://hdl.handle.net/21.15107/rcub_grafar_2505 .

Prohaska, Stevan, Plavšić, Jasna, Pavlović, Dragutin, Ćatović, Samir, Marjanović, Srđan, Bartoš Divac, Vladislava, Prohaska, Ognjen, Ilić, Aleksandra, Todorović, Andrijana, "Male vode na malim i srednjim slivovima Srbije" in Voda 2020 : zbornik radova 49. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Trebinje, 19.-20. novembar 2020. / Water 2020 : Conference Proceedings 49th Annual Conference of the Serbian Water Pollution Control Society (2020):9-15,
https://hdl.handle.net/21.15107/rcub_grafar_2505 .

TY  - JOUR
AU  - Todorović, Andrijana
AU  - Stanić, Miloš
AU  - Vasilić, Željko
AU  - Plavšić, Jasna
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1707
AB  - Hydrologic models are important for effective water resources management. They vary in complexity from parsimonious, spatially lumped, to physically-based, fully distributed models, which are generally expected to outperform the former. Wide applications of complex models are limited due to high data and computational demands. Therefore, a new approach based on well-balanced model complexity is needed to obtain reasonable simulation results with low data requirements. This paper presents a novel 3DNet-Catch hydrologic model, developed to represent key processes in sloped catchments under a temperate climate with modest data requirements. 3DNet-Catch includes runoff simulations within computational units by employing the interception, snow and soil routines, as well as runoff and channel routing. The soil routine, which is the key model feature, combines the SCS-CN method, an analytically integrated nonlinear outflow equation and the Brooks-Corey relation for unsaturated conductivity in an innovative manner. To advance runoff routing in 3DNet-Catch, an approach for analytical integration of the linear and nonlinear outflow equations is implemented. Most model parameters are physically meaningful, thus facilitating model calibration. The model structure can be adjusted according to soil and groundwater flow data, and it can include hydraulic structures, thereby providing adaptability to local conditions. A comprehensive hydrologic evaluation framework is established and conducted to examine whether 3DNet-Catch is adequately parameterised and can accurately reproduce catchment hydrologic response. The model parameterisation is evaluated by sensitivity, identifiability and correlation analyses. Model efficiency is quantified in terms of performance measures, hydrologic signatures and plausibility of the simulated hydrological processes. The results show high sensitivity of the hydrologic variables and performance measures to the model parameters, particularly to those of the soil routine. The parameters are uncorrelated and generally well identifiable. The model performs equally well in the calibration and evaluation periods. High efficiency in the hydrological signatures related to the soil routine indicates its robustness. The results, therefore, suggest that 3DNet-Catch is a comprehensively parameterised, versatile hydrologic model. It realistically reproduces observed hydrographs with modest data requirements, thus being appropriate for both engineering applications and investigative catchment dynamics studies.
PB  - Elsevier B.V.
T2  - Journal of Hydrology
T1  - The 3DNet-Catch hydrologic model: Development and evaluation
EP  - 45
SP  - 26
VL  - 568
DO  - 10.1016/j.jhydrol.2018.10.040
ER  - 

@article{
author = "Todorović, Andrijana and Stanić, Miloš and Vasilić, Željko and Plavšić, Jasna",
year = "2019",
abstract = "Hydrologic models are important for effective water resources management. They vary in complexity from parsimonious, spatially lumped, to physically-based, fully distributed models, which are generally expected to outperform the former. Wide applications of complex models are limited due to high data and computational demands. Therefore, a new approach based on well-balanced model complexity is needed to obtain reasonable simulation results with low data requirements. This paper presents a novel 3DNet-Catch hydrologic model, developed to represent key processes in sloped catchments under a temperate climate with modest data requirements. 3DNet-Catch includes runoff simulations within computational units by employing the interception, snow and soil routines, as well as runoff and channel routing. The soil routine, which is the key model feature, combines the SCS-CN method, an analytically integrated nonlinear outflow equation and the Brooks-Corey relation for unsaturated conductivity in an innovative manner. To advance runoff routing in 3DNet-Catch, an approach for analytical integration of the linear and nonlinear outflow equations is implemented. Most model parameters are physically meaningful, thus facilitating model calibration. The model structure can be adjusted according to soil and groundwater flow data, and it can include hydraulic structures, thereby providing adaptability to local conditions. A comprehensive hydrologic evaluation framework is established and conducted to examine whether 3DNet-Catch is adequately parameterised and can accurately reproduce catchment hydrologic response. The model parameterisation is evaluated by sensitivity, identifiability and correlation analyses. Model efficiency is quantified in terms of performance measures, hydrologic signatures and plausibility of the simulated hydrological processes. The results show high sensitivity of the hydrologic variables and performance measures to the model parameters, particularly to those of the soil routine. The parameters are uncorrelated and generally well identifiable. The model performs equally well in the calibration and evaluation periods. High efficiency in the hydrological signatures related to the soil routine indicates its robustness. The results, therefore, suggest that 3DNet-Catch is a comprehensively parameterised, versatile hydrologic model. It realistically reproduces observed hydrographs with modest data requirements, thus being appropriate for both engineering applications and investigative catchment dynamics studies.",
publisher = "Elsevier B.V.",
journal = "Journal of Hydrology",
title = "The 3DNet-Catch hydrologic model: Development and evaluation",
pages = "45-26",
volume = "568",
doi = "10.1016/j.jhydrol.2018.10.040"
}

Todorović, A., Stanić, M., Vasilić, Ž.,& Plavšić, J.. (2019). The 3DNet-Catch hydrologic model: Development and evaluation. in Journal of Hydrology
Elsevier B.V.., 568, 26-45.
https://doi.org/10.1016/j.jhydrol.2018.10.040

Todorović A, Stanić M, Vasilić Ž, Plavšić J. The 3DNet-Catch hydrologic model: Development and evaluation. in Journal of Hydrology. 2019;568:26-45.
doi:10.1016/j.jhydrol.2018.10.040 .

Todorović, Andrijana, Stanić, Miloš, Vasilić, Željko, Plavšić, Jasna, "The 3DNet-Catch hydrologic model: Development and evaluation" in Journal of Hydrology, 568 (2019):26-45,
https://doi.org/10.1016/j.jhydrol.2018.10.040 . .

TY  - JOUR
AU  - Todorović, Andrijana
AU  - Stanić, Miloš
AU  - Vasilić, Željko
AU  - Plavšić, Jasna
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1006
AB  - Hydrologic models are important for effective water resources management. They vary in complexity from parsimonious, spatially lumped, to physically-based, fully distributed models, which are generally expected to outperform the former. Wide applications of complex models are limited due to high data and computational demands. Therefore, a new approach based on well-balanced model complexity is needed to obtain reasonable simulation results with low data requirements. This paper presents a novel 3DNet-Catch hydrologic model, developed to represent key processes in sloped catchments under a temperate climate with modest data requirements. 3DNet-Catch includes runoff simulations within computational units by employing the interception, snow and soil routines, as well as runoff and channel routing. The soil routine, which is the key model feature, combines the SCS-CN method, an analytically integrated nonlinear outflow equation and the Brooks-Corey relation for unsaturated conductivity in an innovative manner. To advance runoff routing in 3DNet-Catch, an approach for analytical integration of the linear and nonlinear outflow equations is implemented. Most model parameters are physically meaningful, thus facilitating model calibration. The model structure can be adjusted according to soil and groundwater flow data, and it can include hydraulic structures, thereby providing adaptability to local conditions. A comprehensive hydrologic evaluation framework is established and conducted to examine whether 3DNet-Catch is adequately parameterised and can accurately reproduce catchment hydrologic response. The model parameterisation is evaluated by sensitivity, identifiability and correlation analyses. Model efficiency is quantified in terms of performance measures, hydrologic signatures and plausibility of the simulated hydrological processes. The results show high sensitivity of the hydrologic variables and performance measures to the model parameters, particularly to those of the soil routine. The parameters are uncorrelated and generally well identifiable. The model performs equally well in the calibration and evaluation periods. High efficiency in the hydrological signatures related to the soil routine indicates its robustness. The results, therefore, suggest that 3DNet-Catch is a comprehensively parameterised, versatile hydrologic model. It realistically reproduces observed hydrographs with modest data requirements, thus being appropriate for both engineering applications and investigative catchment dynamics studies.
PB  - Elsevier B.V.
T2  - Journal of Hydrology
T1  - The 3DNet-Catch hydrologic model: Development and evaluation
EP  - 45
SP  - 26
VL  - 568
DO  - 10.1016/j.jhydrol.2018.10.040
ER  - 

@article{
author = "Todorović, Andrijana and Stanić, Miloš and Vasilić, Željko and Plavšić, Jasna",
year = "2019",
abstract = "Hydrologic models are important for effective water resources management. They vary in complexity from parsimonious, spatially lumped, to physically-based, fully distributed models, which are generally expected to outperform the former. Wide applications of complex models are limited due to high data and computational demands. Therefore, a new approach based on well-balanced model complexity is needed to obtain reasonable simulation results with low data requirements. This paper presents a novel 3DNet-Catch hydrologic model, developed to represent key processes in sloped catchments under a temperate climate with modest data requirements. 3DNet-Catch includes runoff simulations within computational units by employing the interception, snow and soil routines, as well as runoff and channel routing. The soil routine, which is the key model feature, combines the SCS-CN method, an analytically integrated nonlinear outflow equation and the Brooks-Corey relation for unsaturated conductivity in an innovative manner. To advance runoff routing in 3DNet-Catch, an approach for analytical integration of the linear and nonlinear outflow equations is implemented. Most model parameters are physically meaningful, thus facilitating model calibration. The model structure can be adjusted according to soil and groundwater flow data, and it can include hydraulic structures, thereby providing adaptability to local conditions. A comprehensive hydrologic evaluation framework is established and conducted to examine whether 3DNet-Catch is adequately parameterised and can accurately reproduce catchment hydrologic response. The model parameterisation is evaluated by sensitivity, identifiability and correlation analyses. Model efficiency is quantified in terms of performance measures, hydrologic signatures and plausibility of the simulated hydrological processes. The results show high sensitivity of the hydrologic variables and performance measures to the model parameters, particularly to those of the soil routine. The parameters are uncorrelated and generally well identifiable. The model performs equally well in the calibration and evaluation periods. High efficiency in the hydrological signatures related to the soil routine indicates its robustness. The results, therefore, suggest that 3DNet-Catch is a comprehensively parameterised, versatile hydrologic model. It realistically reproduces observed hydrographs with modest data requirements, thus being appropriate for both engineering applications and investigative catchment dynamics studies.",
publisher = "Elsevier B.V.",
journal = "Journal of Hydrology",
title = "The 3DNet-Catch hydrologic model: Development and evaluation",
pages = "45-26",
volume = "568",
doi = "10.1016/j.jhydrol.2018.10.040"
}

Todorović, A., Stanić, M., Vasilić, Ž.,& Plavšić, J.. (2019). The 3DNet-Catch hydrologic model: Development and evaluation. in Journal of Hydrology
Elsevier B.V.., 568, 26-45.
https://doi.org/10.1016/j.jhydrol.2018.10.040

Todorović A, Stanić M, Vasilić Ž, Plavšić J. The 3DNet-Catch hydrologic model: Development and evaluation. in Journal of Hydrology. 2019;568:26-45.
doi:10.1016/j.jhydrol.2018.10.040 .

Todorović, Andrijana, Stanić, Miloš, Vasilić, Željko, Plavšić, Jasna, "The 3DNet-Catch hydrologic model: Development and evaluation" in Journal of Hydrology, 568 (2019):26-45,
https://doi.org/10.1016/j.jhydrol.2018.10.040 . .

TY  - JOUR
AU  - Erić, Ranka
AU  - Plavšić, Jasna
AU  - Todorović, Andrijana
AU  - Đukić, Vesna
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2228
AB  - Pouzdane procene velikih voda su veoma važne za dimenzionisanje hidrotehničkih objekata i od presudne su važnosti sa gledišta ekonomičnosti izgradnje, kao i sa stanovišta sigurnosti ovih objekata. U ovom radu analizirane su ocene računskih velikih voda na slivu reke Obnice dobijene primenom kalibrisanog hidrološkog modela sa različitim računskim kišama. Dobijeni rezultati su upoređeni sa rezultatima statističke analize maksimalnih godišnjih protoka na profilu Belo polje na reci Obnici. Analizirani su uticaji trajanja i oblika računske kiše, kao i početnih gubitaka na pouzdanost ocene računskih velikih voda na slivu reke Obnice. Rezultati su pokazali da izbor parametara modela u kalibraciji ima najveći uticaj na pouzdanost ocene velikih voda.
T2  - Vodoprivreda
T1  - Mogućnosti za primenu kalibrisanog hidrološkog modela epizoda za proračun računskih velikih voda
EP  - 186
SP  - 179
VL  - 51
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2228
ER  - 

@article{
author = "Erić, Ranka and Plavšić, Jasna and Todorović, Andrijana and Đukić, Vesna",
year = "2019",
abstract = "Pouzdane procene velikih voda su veoma važne za dimenzionisanje hidrotehničkih objekata i od presudne su važnosti sa gledišta ekonomičnosti izgradnje, kao i sa stanovišta sigurnosti ovih objekata. U ovom radu analizirane su ocene računskih velikih voda na slivu reke Obnice dobijene primenom kalibrisanog hidrološkog modela sa različitim računskim kišama. Dobijeni rezultati su upoređeni sa rezultatima statističke analize maksimalnih godišnjih protoka na profilu Belo polje na reci Obnici. Analizirani su uticaji trajanja i oblika računske kiše, kao i početnih gubitaka na pouzdanost ocene računskih velikih voda na slivu reke Obnice. Rezultati su pokazali da izbor parametara modela u kalibraciji ima najveći uticaj na pouzdanost ocene velikih voda.",
journal = "Vodoprivreda",
title = "Mogućnosti za primenu kalibrisanog hidrološkog modela epizoda za proračun računskih velikih voda",
pages = "186-179",
volume = "51",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2228"
}

Erić, R., Plavšić, J., Todorović, A.,& Đukić, V.. (2019). Mogućnosti za primenu kalibrisanog hidrološkog modela epizoda za proračun računskih velikih voda. in Vodoprivreda, 51, 179-186.
https://hdl.handle.net/21.15107/rcub_grafar_2228

Erić R, Plavšić J, Todorović A, Đukić V. Mogućnosti za primenu kalibrisanog hidrološkog modela epizoda za proračun računskih velikih voda. in Vodoprivreda. 2019;51:179-186.
https://hdl.handle.net/21.15107/rcub_grafar_2228 .

Erić, Ranka, Plavšić, Jasna, Todorović, Andrijana, Đukić, Vesna, "Mogućnosti za primenu kalibrisanog hidrološkog modela epizoda za proračun računskih velikih voda" in Vodoprivreda, 51 (2019):179-186,
https://hdl.handle.net/21.15107/rcub_grafar_2228 .

TY  - JOUR
AU  - Prohaska, Ognjen
AU  - Plavšić, Jasna
AU  - Prohaska, Stevan
AU  - Todorović, Andrijana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2227
AB  - U radu se razmatra određivanje srednjih voda na malim neizučenim slivovima u okviru teritorije Republike Srbije, na kojima ne postoje hidrološki podaci o mere-nim protocima. Razmatrana je metoda Langbajna u kojoj je formulisan parametar Θ čija vrednost u originalnoj formuli iznosi Θ = 0,886. Kao ulazni podaci u metodi Langbajna u ovom radu korišćene su prosečne višegodišnje padavine i temperature preuzete sa digitalnog repozitorijuma CarpatClim. U proračun su uključene 82 merne stanice na kojima postoje podaci o merenim protocima, a detaljnijom analizom broj stanica je smanjen na 71. Primenom metode Langbajna sa originalnim pa-rametrom Θ, utvrđeno je neslaganje između osmotrenih srednjih protoka i računskih srednjih protoka na razma-tranim stanicama. Nakon toga izvršeno je tariranje para-metra Θ za svaku stanicu tako da računate srednje vode odgovaraju osmotrenim. Dobijene vrednosti parametra Θ su kartirane kako bi te karte poslužile za očitavanje parametra Θ na neizučenim slivovima. Ispitano je više metoda za interpolaciju karata kako bi se dobilo najbolje rešenje koje će dati najrealnije rezultate pri korišćenju karata za neizučene slivove. Utvrđeno je da se najtačniji rezultati dobijaju za interpolaciju Tisenovim poligonima (Nearest Neighbour) i metodom recipročnih rastojanja na deseti stepen (IDW 10). Krajnja verifikacija ocena parametra Θ izvršena je tako što su izabrane kontrolne stanice koje su isključene iz interpolacije, nakon čega su napravljene nove karte. Na osnovu dobijenih rezultata zaključeno je da su karte dobijene obema metodama interpolacije prihvatljive za ocenu parametra Θ, uz dodatni oprez na područjima sa karstom.
T2  - Vodoprivreda
T1  - Кartiranje parametra metode Langbajna za proračun srednjih voda na neizučenim slivovima na teritoriji Srbije
EP  - 109
SP  - 99
VL  - 50
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2227
ER  - 

@article{
author = "Prohaska, Ognjen and Plavšić, Jasna and Prohaska, Stevan and Todorović, Andrijana",
year = "2019",
abstract = "U radu se razmatra određivanje srednjih voda na malim neizučenim slivovima u okviru teritorije Republike Srbije, na kojima ne postoje hidrološki podaci o mere-nim protocima. Razmatrana je metoda Langbajna u kojoj je formulisan parametar Θ čija vrednost u originalnoj formuli iznosi Θ = 0,886. Kao ulazni podaci u metodi Langbajna u ovom radu korišćene su prosečne višegodišnje padavine i temperature preuzete sa digitalnog repozitorijuma CarpatClim. U proračun su uključene 82 merne stanice na kojima postoje podaci o merenim protocima, a detaljnijom analizom broj stanica je smanjen na 71. Primenom metode Langbajna sa originalnim pa-rametrom Θ, utvrđeno je neslaganje između osmotrenih srednjih protoka i računskih srednjih protoka na razma-tranim stanicama. Nakon toga izvršeno je tariranje para-metra Θ za svaku stanicu tako da računate srednje vode odgovaraju osmotrenim. Dobijene vrednosti parametra Θ su kartirane kako bi te karte poslužile za očitavanje parametra Θ na neizučenim slivovima. Ispitano je više metoda za interpolaciju karata kako bi se dobilo najbolje rešenje koje će dati najrealnije rezultate pri korišćenju karata za neizučene slivove. Utvrđeno je da se najtačniji rezultati dobijaju za interpolaciju Tisenovim poligonima (Nearest Neighbour) i metodom recipročnih rastojanja na deseti stepen (IDW 10). Krajnja verifikacija ocena parametra Θ izvršena je tako što su izabrane kontrolne stanice koje su isključene iz interpolacije, nakon čega su napravljene nove karte. Na osnovu dobijenih rezultata zaključeno je da su karte dobijene obema metodama interpolacije prihvatljive za ocenu parametra Θ, uz dodatni oprez na područjima sa karstom.",
journal = "Vodoprivreda",
title = "Кartiranje parametra metode Langbajna za proračun srednjih voda na neizučenim slivovima na teritoriji Srbije",
pages = "109-99",
volume = "50",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2227"
}

Prohaska, O., Plavšić, J., Prohaska, S.,& Todorović, A.. (2019). Кartiranje parametra metode Langbajna za proračun srednjih voda na neizučenim slivovima na teritoriji Srbije. in Vodoprivreda, 50, 99-109.
https://hdl.handle.net/21.15107/rcub_grafar_2227

Prohaska O, Plavšić J, Prohaska S, Todorović A. Кartiranje parametra metode Langbajna za proračun srednjih voda na neizučenim slivovima na teritoriji Srbije. in Vodoprivreda. 2019;50:99-109.
https://hdl.handle.net/21.15107/rcub_grafar_2227 .

Prohaska, Ognjen, Plavšić, Jasna, Prohaska, Stevan, Todorović, Andrijana, "Кartiranje parametra metode Langbajna za proračun srednjih voda na neizučenim slivovima na teritoriji Srbije" in Vodoprivreda, 50 (2019):99-109,
https://hdl.handle.net/21.15107/rcub_grafar_2227 .

TY  - CONF
AU  - Batinić, Božidar
AU  - Pavlović, Dragutin
AU  - Ranđelović, Anja
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2504
AB  - Po prestanku rada rudnika treba rešiti pitanja bezbednosti jalovišta, posmatrano sa više aspekata. Brojni ekološki incidenti u nedavnoj prošlosti rezultat su oštećenja brana jalovišta usled nekontrolisanog prolaska poplavnih talasa. Ako se voda evakuiše šahtnim prelivom, realne propusne moći manje od protoka poplavnih talasa, treba nadvisiti branu. Dobija se dodatna zapremina za prijem talasa, uz produženo vreme za pražnjenje vode iz akumulacije. Povećanje evakuacionog kapaciteta moguće je izgradnjom dodatnog slobodnog preliva prilagođenog koti krune nadvišene brane. U ovom radu prikazana je primena ovog principa na jalovištu rudnika olova, cinka i bakra i flotacije „Rudnik” na planini Rudnik. Time se obezbeđuje veća sigurnost prijema i evakuacije poplavnog talasa, uz maksimalno korišćenje postojećih objekata jalovišta i minimalne investicije, uz pozitivne posledice po strukturnu i ekološku bezbednost sistema.
AB  - After a mine closure its tailing reservoirs are exposed to various safety issues. Numerous recent ecological incidents are the result of flood flows induced dam damages. If excess waters are evacuated by bell-mouth spillways with inadequate capacity, a dam overtopping can be the safety solution. The gain is the additional water storage space although the flood transformation time is extended. The controlled reservoir outflow capacity can be increased introducing additional free flow spillway matching new dam height. This article presents the application of this principle on mine tailing reservoir of the Lead, Zinc and Copper Mine and Flotation “Rudnik”, mount Rudnik, Serbia. The achieved goal is improved flood flows and eco safety with maximum utilization of the existing reservoir structures and minimum investments.
PB  - Srpsko društvo za zaštitu voda
C3  - Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society
T1  - Velike vode i hidraulička bezbednost ispunjenih jalovišta
EP  - 50
SP  - 45
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2504
ER  - 

@conference{
author = "Batinić, Božidar and Pavlović, Dragutin and Ranđelović, Anja",
year = "2019",
abstract = "Po prestanku rada rudnika treba rešiti pitanja bezbednosti jalovišta, posmatrano sa više aspekata. Brojni ekološki incidenti u nedavnoj prošlosti rezultat su oštećenja brana jalovišta usled nekontrolisanog prolaska poplavnih talasa. Ako se voda evakuiše šahtnim prelivom, realne propusne moći manje od protoka poplavnih talasa, treba nadvisiti branu. Dobija se dodatna zapremina za prijem talasa, uz produženo vreme za pražnjenje vode iz akumulacije. Povećanje evakuacionog kapaciteta moguće je izgradnjom dodatnog slobodnog preliva prilagođenog koti krune nadvišene brane. U ovom radu prikazana je primena ovog principa na jalovištu rudnika olova, cinka i bakra i flotacije „Rudnik” na planini Rudnik. Time se obezbeđuje veća sigurnost prijema i evakuacije poplavnog talasa, uz maksimalno korišćenje postojećih objekata jalovišta i minimalne investicije, uz pozitivne posledice po strukturnu i ekološku bezbednost sistema., After a mine closure its tailing reservoirs are exposed to various safety issues. Numerous recent ecological incidents are the result of flood flows induced dam damages. If excess waters are evacuated by bell-mouth spillways with inadequate capacity, a dam overtopping can be the safety solution. The gain is the additional water storage space although the flood transformation time is extended. The controlled reservoir outflow capacity can be increased introducing additional free flow spillway matching new dam height. This article presents the application of this principle on mine tailing reservoir of the Lead, Zinc and Copper Mine and Flotation “Rudnik”, mount Rudnik, Serbia. The achieved goal is improved flood flows and eco safety with maximum utilization of the existing reservoir structures and minimum investments.",
publisher = "Srpsko društvo za zaštitu voda",
journal = "Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society",
title = "Velike vode i hidraulička bezbednost ispunjenih jalovišta",
pages = "50-45",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2504"
}

Batinić, B., Pavlović, D.,& Ranđelović, A.. (2019). Velike vode i hidraulička bezbednost ispunjenih jalovišta. in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society
Srpsko društvo za zaštitu voda., 45-50.
https://hdl.handle.net/21.15107/rcub_grafar_2504

Batinić B, Pavlović D, Ranđelović A. Velike vode i hidraulička bezbednost ispunjenih jalovišta. in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society. 2019;:45-50.
https://hdl.handle.net/21.15107/rcub_grafar_2504 .

Batinić, Božidar, Pavlović, Dragutin, Ranđelović, Anja, "Velike vode i hidraulička bezbednost ispunjenih jalovišta" in Voda 2019 : zbornik radova 48. godišnje konferencije o aktuelnim problemima korišćenja i zaštite voda, Zlatibor, 4.-6. jun 2019. / Water 2019 : Conference Proceedings 48th Annual Conference of the Serbian Water Pollution Control Society (2019):45-50,
https://hdl.handle.net/21.15107/rcub_grafar_2504 .

TY  - CONF
AU  - Plavšić, Jasna
AU  - Zlatanović, Nikola
AU  - Todorović, Andrijana
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2221
AB  - Design flood flows in small ungauged basins are traditionally estimated by
calculating flood hydrographs resulting from design storms. This paper considers traditional
application of the synthetic unit hydrograph and the SCS method and the choice of
the design storm duration for a case study of the Obnica River basin. By comparing the
design floods obtained from design storms and the observed flood flows, recommendations
for the engineering practice are given.
C3  - 7th Int. Conf. Contemporary Achievements in Civil Engineering
T1  - Design storm duration for estimation of floods in ungauged basins
T1  - Merodavno trajanje kiša za proračun velikih voda na neizučenim slivovima
EP  - 86
SP  - 77
DO  - 10.14415/konferencijaGFS2019.007
ER  - 

@conference{
author = "Plavšić, Jasna and Zlatanović, Nikola and Todorović, Andrijana",
year = "2019",
abstract = "Design flood flows in small ungauged basins are traditionally estimated by
calculating flood hydrographs resulting from design storms. This paper considers traditional
application of the synthetic unit hydrograph and the SCS method and the choice of
the design storm duration for a case study of the Obnica River basin. By comparing the
design floods obtained from design storms and the observed flood flows, recommendations
for the engineering practice are given.",
journal = "7th Int. Conf. Contemporary Achievements in Civil Engineering",
title = "Design storm duration for estimation of floods in ungauged basins, Merodavno trajanje kiša za proračun velikih voda na neizučenim slivovima",
pages = "86-77",
doi = "10.14415/konferencijaGFS2019.007"
}

Plavšić, J., Zlatanović, N.,& Todorović, A.. (2019). Design storm duration for estimation of floods in ungauged basins. in 7th Int. Conf. Contemporary Achievements in Civil Engineering, 77-86.
https://doi.org/10.14415/konferencijaGFS2019.007

Plavšić J, Zlatanović N, Todorović A. Design storm duration for estimation of floods in ungauged basins. in 7th Int. Conf. Contemporary Achievements in Civil Engineering. 2019;:77-86.
doi:10.14415/konferencijaGFS2019.007 .

Plavšić, Jasna, Zlatanović, Nikola, Todorović, Andrijana, "Design storm duration for estimation of floods in ungauged basins" in 7th Int. Conf. Contemporary Achievements in Civil Engineering (2019):77-86,
https://doi.org/10.14415/konferencijaGFS2019.007 . .

TY  - CONF
AU  - Vojt, Predrag
AU  - Pavlović, Dragutin
AU  - Prodanović, Dušan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1649
AB  - Data  regarding  the  quantity  and  the  intensity  of  rainfall  is  needed  for  the  purposes  of  the  hydrotechnical  practice.  The  Republic  Hydrometeorological  Service  of  Serbia  is  the  organization  responsible  for  measurement  and  collecting  of  rainfall  data.  Unfortunately, this data is sometimes not available at desired time frames or in required locations,  therefore  it  is  necessary  to  temporarily  use  a  self-maid  or  commercial  rain  gauge.  There  are  an  inexpensive  tipping  bucket  rain  gauges  on  the  market  but  with  questionable measuring accuracy. In this paper the self-constructed cheap weighing rain gauge has been presented. Its characteristics and specification are analyzed, as well as its  areas  of  use  in  the  hydrotechnical  practice.   Finally,  the  comparison  of  measuring  results obtained using this rain gauge and professional, more expensive devices is given
PB  - University of Novi Sad, Faculty of Civil Engineering Subotica, Subotica
C3  - 6th International Conference: Contemporary Achievements in Civil Engineering
T1  - Development of DIY rain gauge of reasonable cost / Kako napraviti pouzdan kišomer prihvatljive cene
EP  - 408
SP  - 403
VL  - 34
DO  - 10.14415/konferencijaGFS2018.039
ER  - 

@conference{
author = "Vojt, Predrag and Pavlović, Dragutin and Prodanović, Dušan",
year = "2018",
abstract = "Data  regarding  the  quantity  and  the  intensity  of  rainfall  is  needed  for  the  purposes  of  the  hydrotechnical  practice.  The  Republic  Hydrometeorological  Service  of  Serbia  is  the  organization  responsible  for  measurement  and  collecting  of  rainfall  data.  Unfortunately, this data is sometimes not available at desired time frames or in required locations,  therefore  it  is  necessary  to  temporarily  use  a  self-maid  or  commercial  rain  gauge.  There  are  an  inexpensive  tipping  bucket  rain  gauges  on  the  market  but  with  questionable measuring accuracy. In this paper the self-constructed cheap weighing rain gauge has been presented. Its characteristics and specification are analyzed, as well as its  areas  of  use  in  the  hydrotechnical  practice.   Finally,  the  comparison  of  measuring  results obtained using this rain gauge and professional, more expensive devices is given",
publisher = "University of Novi Sad, Faculty of Civil Engineering Subotica, Subotica",
journal = "6th International Conference: Contemporary Achievements in Civil Engineering",
title = "Development of DIY rain gauge of reasonable cost / Kako napraviti pouzdan kišomer prihvatljive cene",
pages = "408-403",
volume = "34",
doi = "10.14415/konferencijaGFS2018.039"
}

Vojt, P., Pavlović, D.,& Prodanović, D.. (2018). Development of DIY rain gauge of reasonable cost / Kako napraviti pouzdan kišomer prihvatljive cene. in 6th International Conference: Contemporary Achievements in Civil Engineering
University of Novi Sad, Faculty of Civil Engineering Subotica, Subotica., 34, 403-408.
https://doi.org/10.14415/konferencijaGFS2018.039

Vojt P, Pavlović D, Prodanović D. Development of DIY rain gauge of reasonable cost / Kako napraviti pouzdan kišomer prihvatljive cene. in 6th International Conference: Contemporary Achievements in Civil Engineering. 2018;34:403-408.
doi:10.14415/konferencijaGFS2018.039 .

Vojt, Predrag, Pavlović, Dragutin, Prodanović, Dušan, "Development of DIY rain gauge of reasonable cost / Kako napraviti pouzdan kišomer prihvatljive cene" in 6th International Conference: Contemporary Achievements in Civil Engineering, 34 (2018):403-408,
https://doi.org/10.14415/konferencijaGFS2018.039 . .

TY  - JOUR
AU  - Ivković, Marija
AU  - Todorović, Andrijana
AU  - Plavšić, Jasna
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/935
AB  - Flood forecasting relies on good quality of observed and forecasted rainfall. In Serbia, the recording rain gauge network is sparse and rainfall data mainly come from dense non-recording rain gauges. This is not beneficial for flood forecasting in smaller catchments and short-duration events, when hydrologic models operating on subdaily scale are applied. Moreover, differences in rainfall amounts from two types of gauges can be considerable, which is common in operational hydrological practice. This paper examines the possibility of including daily rainfall data from dense observation networks in flood forecasting based on subdaily data, using the extreme flood event in the Kolubara catchment in May 2014 as a case study. Daily rainfall from a dense observation network is disaggregated to hourly scale using the MuDRain multivariate disaggregation software. The disaggregation procedure results in well-reproduced rainfall dynamics and adjusts rainfall volume to the values from the non-recording gauges. The fully distributed wflow_hbv model, which is under development as a forecasting tool for the Kolubara catchment, is used for flood simulations with two alternative hourly rainfall data. The results show an improvement when the disaggregated rainfall from denser network is used, thus indicating the significance of better representation of rainfall temporal and spatial variability for flood forecasting.
T2  - Journal of Hydroinformatics
T1  - Improved input to distributed hydrologic model in areas with sparse subdaily rainfall data using multivariate daily rainfall disaggregation
EP  - 797
IS  - 4
SP  - 784
VL  - 20
DO  - 10.2166/hydro.2018.053
ER  - 

@article{
author = "Ivković, Marija and Todorović, Andrijana and Plavšić, Jasna",
year = "2018",
abstract = "Flood forecasting relies on good quality of observed and forecasted rainfall. In Serbia, the recording rain gauge network is sparse and rainfall data mainly come from dense non-recording rain gauges. This is not beneficial for flood forecasting in smaller catchments and short-duration events, when hydrologic models operating on subdaily scale are applied. Moreover, differences in rainfall amounts from two types of gauges can be considerable, which is common in operational hydrological practice. This paper examines the possibility of including daily rainfall data from dense observation networks in flood forecasting based on subdaily data, using the extreme flood event in the Kolubara catchment in May 2014 as a case study. Daily rainfall from a dense observation network is disaggregated to hourly scale using the MuDRain multivariate disaggregation software. The disaggregation procedure results in well-reproduced rainfall dynamics and adjusts rainfall volume to the values from the non-recording gauges. The fully distributed wflow_hbv model, which is under development as a forecasting tool for the Kolubara catchment, is used for flood simulations with two alternative hourly rainfall data. The results show an improvement when the disaggregated rainfall from denser network is used, thus indicating the significance of better representation of rainfall temporal and spatial variability for flood forecasting.",
journal = "Journal of Hydroinformatics",
title = "Improved input to distributed hydrologic model in areas with sparse subdaily rainfall data using multivariate daily rainfall disaggregation",
pages = "797-784",
number = "4",
volume = "20",
doi = "10.2166/hydro.2018.053"
}

Ivković, M., Todorović, A.,& Plavšić, J.. (2018). Improved input to distributed hydrologic model in areas with sparse subdaily rainfall data using multivariate daily rainfall disaggregation. in Journal of Hydroinformatics, 20(4), 784-797.
https://doi.org/10.2166/hydro.2018.053

Ivković M, Todorović A, Plavšić J. Improved input to distributed hydrologic model in areas with sparse subdaily rainfall data using multivariate daily rainfall disaggregation. in Journal of Hydroinformatics. 2018;20(4):784-797.
doi:10.2166/hydro.2018.053 .

Ivković, Marija, Todorović, Andrijana, Plavšić, Jasna, "Improved input to distributed hydrologic model in areas with sparse subdaily rainfall data using multivariate daily rainfall disaggregation" in Journal of Hydroinformatics, 20, no. 4 (2018):784-797,
https://doi.org/10.2166/hydro.2018.053 . .

TY  - CONF
AU  - Plavšić, Jasna
AU  - Todorović, Andrijana
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1629
PB  - Gradevinski Fakultet Subotica/Faculty of Civil Engineering Subotica,
C3  - Proc. 6th Int. Conf. Contemporary Achievements in Civil Engineering
T1  - Accuracy of runoff timing in simulations with the hydrologic models
T1  - Ocena vremena pojave oticaja u hidrološkim modelima
EP  - 382
SP  - 373
VL  - 34
DO  - 10.14415/konferencijaGFS2018.036
ER  - 

@conference{
author = "Plavšić, Jasna and Todorović, Andrijana",
year = "2018",
publisher = "Gradevinski Fakultet Subotica/Faculty of Civil Engineering Subotica,",
journal = "Proc. 6th Int. Conf. Contemporary Achievements in Civil Engineering",
title = "Accuracy of runoff timing in simulations with the hydrologic models, Ocena vremena pojave oticaja u hidrološkim modelima",
pages = "382-373",
volume = "34",
doi = "10.14415/konferencijaGFS2018.036"
}

Plavšić, J.,& Todorović, A.. (2018). Accuracy of runoff timing in simulations with the hydrologic models. in Proc. 6th Int. Conf. Contemporary Achievements in Civil Engineering
Gradevinski Fakultet Subotica/Faculty of Civil Engineering Subotica,., 34, 373-382.
https://doi.org/10.14415/konferencijaGFS2018.036

Plavšić J, Todorović A. Accuracy of runoff timing in simulations with the hydrologic models. in Proc. 6th Int. Conf. Contemporary Achievements in Civil Engineering. 2018;34:373-382.
doi:10.14415/konferencijaGFS2018.036 .

Plavšić, Jasna, Todorović, Andrijana, "Accuracy of runoff timing in simulations with the hydrologic models" in Proc. 6th Int. Conf. Contemporary Achievements in Civil Engineering, 34 (2018):373-382,
https://doi.org/10.14415/konferencijaGFS2018.036 . .

TY  - CONF
AU  - Vojt, Predrag
AU  - Mladenović, Dimitrije
AU  - Prodanović, Dušan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1632
AB  - For the purpose of work on hydraulic models at the laboratory of the “Jaroslav Černi” Institute for Development of Water Resources, a water level meter based on a buoyant force has been developed. This paper presents the specifications and characteristics of level meter, with particular focus on its linearity, dynamic characteristics and usage on hydraulic models. Its relatively simple construction and flexibility allow the user to perform the measurements with high precision.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018
T1  - Development of precise water level sensor for laboratory measurements
T1  - Razvoj preciznog nivomera za laboratorijske potrebe
EP  - 401
SP  - 393
VL  - 34
DO  - 10.14415/konferencijaGFS2018.038
ER  - 

@conference{
author = "Vojt, Predrag and Mladenović, Dimitrije and Prodanović, Dušan",
year = "2018",
abstract = "For the purpose of work on hydraulic models at the laboratory of the “Jaroslav Černi” Institute for Development of Water Resources, a water level meter based on a buoyant force has been developed. This paper presents the specifications and characteristics of level meter, with particular focus on its linearity, dynamic characteristics and usage on hydraulic models. Its relatively simple construction and flexibility allow the user to perform the measurements with high precision.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018",
title = "Development of precise water level sensor for laboratory measurements, Razvoj preciznog nivomera za laboratorijske potrebe",
pages = "401-393",
volume = "34",
doi = "10.14415/konferencijaGFS2018.038"
}

Vojt, P., Mladenović, D.,& Prodanović, D.. (2018). Development of precise water level sensor for laboratory measurements. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018
Građevinski fakultet, Subotica., 34, 393-401.
https://doi.org/10.14415/konferencijaGFS2018.038

Vojt P, Mladenović D, Prodanović D. Development of precise water level sensor for laboratory measurements. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018. 2018;34:393-401.
doi:10.14415/konferencijaGFS2018.038 .

Vojt, Predrag, Mladenović, Dimitrije, Prodanović, Dušan, "Development of precise water level sensor for laboratory measurements" in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018, 34 (2018):393-401,
https://doi.org/10.14415/konferencijaGFS2018.038 . .

TY  - JOUR
AU  - Ilić, Aleksandra
AU  - Plavšić, Jasna
AU  - Radivojević, D.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1117
T2  - Facta universitatis - series: Architecture and Civil Engineering
T1  - Rainfall-runoff simulation for design flood estimation in small river catchments
EP  - 43
IS  - 1
SP  - 29
VL  - 16
DO  - 10.2298/fuace160923003i
ER  - 

@article{
author = "Ilić, Aleksandra and Plavšić, Jasna and Radivojević, D.",
year = "2018",
journal = "Facta universitatis - series: Architecture and Civil Engineering",
title = "Rainfall-runoff simulation for design flood estimation in small river catchments",
pages = "43-29",
number = "1",
volume = "16",
doi = "10.2298/fuace160923003i"
}

Ilić, A., Plavšić, J.,& Radivojević, D.. (2018). Rainfall-runoff simulation for design flood estimation in small river catchments. in Facta universitatis - series: Architecture and Civil Engineering, 16(1), 29-43.
https://doi.org/10.2298/fuace160923003i

Ilić A, Plavšić J, Radivojević D. Rainfall-runoff simulation for design flood estimation in small river catchments. in Facta universitatis - series: Architecture and Civil Engineering. 2018;16(1):29-43.
doi:10.2298/fuace160923003i .

Ilić, Aleksandra, Plavšić, Jasna, Radivojević, D., "Rainfall-runoff simulation for design flood estimation in small river catchments" in Facta universitatis - series: Architecture and Civil Engineering, 16, no. 1 (2018):29-43,
https://doi.org/10.2298/fuace160923003i . .

TY  - CONF
AU  - Todorović, Andrijana
AU  - Plavšić, Jasna
AU  - Pavlović, Dragutin
AU  - Despotović, Jovan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1567
AB  - Hydraulic structures are designed according to flows of a given return period. The design flows, estimated by means of statistical analysis, depend on the observations, while climate change impact is not explicitlytaken into account. As operating life of most hydraulic structures spreads over several decades, climate change impact should not be neglected. In  this  paper  an  analysis  of  climate  change  impact  on  flood  flows  is  conducted  for  the Kolubara River at Slovac and for the Toplica River at Doljevac. The analysis is performed on the outputs of hydrologic modelling with the precipitation and temperature projections as the input. The Peaks over Threshold (POT) method is applied for frequency analysis of floods extracted from the flow projections. Characteristic quantiles are calculated for two future  periods  and  compared  to  those  estimated  over  the  baseline  period.  The  results suggest  an  increase  in  flood  flows,  particularly  in  the  mid-21stcentury.  Regardless  of considerable  uncertainty,  these  results  can  be  used  as  indication  of  increase  in  design flows,  and  should  be  therefore  taken  into  consideration  within  the  hydraulic  structure design.
PB  - Faculty of Civil Engineering, Subotica
C3  - Conference proceedings 5th International Conference Contemporary Achievements in Civil Engineering 2017
T1  - Assessment of Climate Change Impact on Floods in Two Catchments in Serbia
T1  - Uticaj klimatskih promena na velike vode na dva sliva u Srbiji
EP  - 694
SP  - 685
DO  - 10.14415/konferencijaGFS2017.073
ER  - 

@conference{
author = "Todorović, Andrijana and Plavšić, Jasna and Pavlović, Dragutin and Despotović, Jovan",
year = "2017",
abstract = "Hydraulic structures are designed according to flows of a given return period. The design flows, estimated by means of statistical analysis, depend on the observations, while climate change impact is not explicitlytaken into account. As operating life of most hydraulic structures spreads over several decades, climate change impact should not be neglected. In  this  paper  an  analysis  of  climate  change  impact  on  flood  flows  is  conducted  for  the Kolubara River at Slovac and for the Toplica River at Doljevac. The analysis is performed on the outputs of hydrologic modelling with the precipitation and temperature projections as the input. The Peaks over Threshold (POT) method is applied for frequency analysis of floods extracted from the flow projections. Characteristic quantiles are calculated for two future  periods  and  compared  to  those  estimated  over  the  baseline  period.  The  results suggest  an  increase  in  flood  flows,  particularly  in  the  mid-21stcentury.  Regardless  of considerable  uncertainty,  these  results  can  be  used  as  indication  of  increase  in  design flows,  and  should  be  therefore  taken  into  consideration  within  the  hydraulic  structure design.",
publisher = "Faculty of Civil Engineering, Subotica",
journal = "Conference proceedings 5th International Conference Contemporary Achievements in Civil Engineering 2017",
title = "Assessment of Climate Change Impact on Floods in Two Catchments in Serbia, Uticaj klimatskih promena na velike vode na dva sliva u Srbiji",
pages = "694-685",
doi = "10.14415/konferencijaGFS2017.073"
}

Todorović, A., Plavšić, J., Pavlović, D.,& Despotović, J.. (2017). Assessment of Climate Change Impact on Floods in Two Catchments in Serbia. in Conference proceedings 5th International Conference Contemporary Achievements in Civil Engineering 2017
Faculty of Civil Engineering, Subotica., 685-694.
https://doi.org/10.14415/konferencijaGFS2017.073

Todorović A, Plavšić J, Pavlović D, Despotović J. Assessment of Climate Change Impact on Floods in Two Catchments in Serbia. in Conference proceedings 5th International Conference Contemporary Achievements in Civil Engineering 2017. 2017;:685-694.
doi:10.14415/konferencijaGFS2017.073 .

Todorović, Andrijana, Plavšić, Jasna, Pavlović, Dragutin, Despotović, Jovan, "Assessment of Climate Change Impact on Floods in Two Catchments in Serbia" in Conference proceedings 5th International Conference Contemporary Achievements in Civil Engineering 2017 (2017):685-694,
https://doi.org/10.14415/konferencijaGFS2017.073 . .

TY  - JOUR
AU  - Stojković, Milan
AU  - Kostić, Srđan
AU  - Plavšić, Jasna
AU  - Prohaska, Stevan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/855
AB  - The authors present a detailed procedure for modelling of mean monthly flow time-series using records of the Great Morava River (Serbia). The proposed procedure overcomes a major challenge of other available methods by disaggregating the time series in order to capture the main properties of the hydrologic process in both long-run and short-run, The main assumption of the conducted research is that a time series of monthly flow rates represents a stochastic process comprised of deterministic, stochastic and random components, the former of which can be further decomposed into a composite trend and two periodic components (short-term or seasonal periodicity and long-term or multi-annual periodicity). In the present paper, the deterministic component of a monthly flow time-series is assessed by spectral analysis, whereas its stochastic component is modelled using cross-correlation transfer functions, artificial neural networks and polynomial regression. The results suggest that the deterministic component can be expressed solely as a function of time, whereas the stochastic component changes as a nonlinear function of climatic factors (rainfall and temperature). For the calibration period, the results of the analysis infers a lower value of Kling-Gupta Efficiency in the case of transfer functions (0.736), whereas artificial neural networks and polynomial regression suggest a significantly better match between the observed and simulated values, 0.841 and 0.891, respectively. It seems that transfer functions fail to capture high monthly flow rates, whereas the model based on polynomial regression reproduces high monthly flows much better because it is able to successfully capture a highly nonlinear relationship between the inputs and the output. The proposed methodology that uses a combination of artificial neural networks, spectral analysis and polynomial regression for deterministic and stochastic components can be applied to forecast monthly or seasonal flow rates.
PB  - Elsevier B.V.
T2  - Journal of Hydrology
T1  - A joint stochastic-deterministic approach for long-term and short-term modelling of monthly flow rates
EP  - 566
SP  - 555
VL  - 544
DO  - 10.1016/j.jhydrol.2016.11.025
ER  - 

@article{
author = "Stojković, Milan and Kostić, Srđan and Plavšić, Jasna and Prohaska, Stevan",
year = "2017",
abstract = "The authors present a detailed procedure for modelling of mean monthly flow time-series using records of the Great Morava River (Serbia). The proposed procedure overcomes a major challenge of other available methods by disaggregating the time series in order to capture the main properties of the hydrologic process in both long-run and short-run, The main assumption of the conducted research is that a time series of monthly flow rates represents a stochastic process comprised of deterministic, stochastic and random components, the former of which can be further decomposed into a composite trend and two periodic components (short-term or seasonal periodicity and long-term or multi-annual periodicity). In the present paper, the deterministic component of a monthly flow time-series is assessed by spectral analysis, whereas its stochastic component is modelled using cross-correlation transfer functions, artificial neural networks and polynomial regression. The results suggest that the deterministic component can be expressed solely as a function of time, whereas the stochastic component changes as a nonlinear function of climatic factors (rainfall and temperature). For the calibration period, the results of the analysis infers a lower value of Kling-Gupta Efficiency in the case of transfer functions (0.736), whereas artificial neural networks and polynomial regression suggest a significantly better match between the observed and simulated values, 0.841 and 0.891, respectively. It seems that transfer functions fail to capture high monthly flow rates, whereas the model based on polynomial regression reproduces high monthly flows much better because it is able to successfully capture a highly nonlinear relationship between the inputs and the output. The proposed methodology that uses a combination of artificial neural networks, spectral analysis and polynomial regression for deterministic and stochastic components can be applied to forecast monthly or seasonal flow rates.",
publisher = "Elsevier B.V.",
journal = "Journal of Hydrology",
title = "A joint stochastic-deterministic approach for long-term and short-term modelling of monthly flow rates",
pages = "566-555",
volume = "544",
doi = "10.1016/j.jhydrol.2016.11.025"
}

Stojković, M., Kostić, S., Plavšić, J.,& Prohaska, S.. (2017). A joint stochastic-deterministic approach for long-term and short-term modelling of monthly flow rates. in Journal of Hydrology
Elsevier B.V.., 544, 555-566.
https://doi.org/10.1016/j.jhydrol.2016.11.025

Stojković M, Kostić S, Plavšić J, Prohaska S. A joint stochastic-deterministic approach for long-term and short-term modelling of monthly flow rates. in Journal of Hydrology. 2017;544:555-566.
doi:10.1016/j.jhydrol.2016.11.025 .

Stojković, Milan, Kostić, Srđan, Plavšić, Jasna, Prohaska, Stevan, "A joint stochastic-deterministic approach for long-term and short-term modelling of monthly flow rates" in Journal of Hydrology, 544 (2017):555-566,
https://doi.org/10.1016/j.jhydrol.2016.11.025 . .

TY  - JOUR
AU  - Stojković, Milan
AU  - Plavšić, Jasna
AU  - Prohaska, Stevan
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/832
AB  - The short-term predictions of annual and seasonal discharge derived by a modified TIPS (Tendency, Intermittency, Periodicity and Stochasticity) methodology are presented in this paper. The TIPS method (Yevjevich, 1984) is modified in such a way that annual time scale is used instead of daily. The reason of extracting a seasonal component from discharge time series represents an attempt to identify the long-term stochastic behaviour. The methodology is applied for modelling annual discharges at six gauging stations in the middle Danube River basin using the observed data in the common period from 1931 to 2012. The model performance measures suggest that the modelled time series are matched reasonably well. The model is then used for the short-time predictions for three annual step ahead (2013-2015). The annual discharge predictions of larger river basins for moderate hydrological conditions show reasonable matching with records expressed as the relative error from -8% to +3%. Irrespective of this, wet and dry periods for the aforementioned river basins show significant departures from annual observations. Also, the smaller river basins display greater deviations up to 26% of the observed annual discharges, whereas the accuracy of annual predictions do not strictly depend on the prevailing hydrological conditions.
PB  - De Gruyter Open Ltd
T2  - Journal of Hydrology and Hydromechanics
T1  - Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology
EP  - 174
IS  - 2
SP  - 165
VL  - 65
DO  - 10.1515/johh-2017-0012
ER  - 

@article{
author = "Stojković, Milan and Plavšić, Jasna and Prohaska, Stevan",
year = "2017",
abstract = "The short-term predictions of annual and seasonal discharge derived by a modified TIPS (Tendency, Intermittency, Periodicity and Stochasticity) methodology are presented in this paper. The TIPS method (Yevjevich, 1984) is modified in such a way that annual time scale is used instead of daily. The reason of extracting a seasonal component from discharge time series represents an attempt to identify the long-term stochastic behaviour. The methodology is applied for modelling annual discharges at six gauging stations in the middle Danube River basin using the observed data in the common period from 1931 to 2012. The model performance measures suggest that the modelled time series are matched reasonably well. The model is then used for the short-time predictions for three annual step ahead (2013-2015). The annual discharge predictions of larger river basins for moderate hydrological conditions show reasonable matching with records expressed as the relative error from -8% to +3%. Irrespective of this, wet and dry periods for the aforementioned river basins show significant departures from annual observations. Also, the smaller river basins display greater deviations up to 26% of the observed annual discharges, whereas the accuracy of annual predictions do not strictly depend on the prevailing hydrological conditions.",
publisher = "De Gruyter Open Ltd",
journal = "Journal of Hydrology and Hydromechanics",
title = "Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology",
pages = "174-165",
number = "2",
volume = "65",
doi = "10.1515/johh-2017-0012"
}

Stojković, M., Plavšić, J.,& Prohaska, S.. (2017). Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology. in Journal of Hydrology and Hydromechanics
De Gruyter Open Ltd., 65(2), 165-174.
https://doi.org/10.1515/johh-2017-0012

Stojković M, Plavšić J, Prohaska S. Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology. in Journal of Hydrology and Hydromechanics. 2017;65(2):165-174.
doi:10.1515/johh-2017-0012 .

Stojković, Milan, Plavšić, Jasna, Prohaska, Stevan, "Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology" in Journal of Hydrology and Hydromechanics, 65, no. 2 (2017):165-174,
https://doi.org/10.1515/johh-2017-0012 . .

TY  - JOUR
AU  - Plavšić, Jasna
AU  - Blagojević, Borislava
AU  - Todorović, Andrijana
AU  - Despotović, Jovan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1051
T2  - Acta Hydrotechnica
T1  - Long-term behaviour of precipitation at three stations in Serbia
EP  - 56
IS  - 50
SP  - 23
VL  - 29
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1051
ER  - 

@article{
author = "Plavšić, Jasna and Blagojević, Borislava and Todorović, Andrijana and Despotović, Jovan",
year = "2016",
journal = "Acta Hydrotechnica",
title = "Long-term behaviour of precipitation at three stations in Serbia",
pages = "56-23",
number = "50",
volume = "29",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1051"
}

Plavšić, J., Blagojević, B., Todorović, A.,& Despotović, J.. (2016). Long-term behaviour of precipitation at three stations in Serbia. in Acta Hydrotechnica, 29(50), 23-56.
https://hdl.handle.net/21.15107/rcub_grafar_1051

Plavšić J, Blagojević B, Todorović A, Despotović J. Long-term behaviour of precipitation at three stations in Serbia. in Acta Hydrotechnica. 2016;29(50):23-56.
https://hdl.handle.net/21.15107/rcub_grafar_1051 .

Plavšić, Jasna, Blagojević, Borislava, Todorović, Andrijana, Despotović, Jovan, "Long-term behaviour of precipitation at three stations in Serbia" in Acta Hydrotechnica, 29, no. 50 (2016):23-56,
https://hdl.handle.net/21.15107/rcub_grafar_1051 .

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  - JOUR
AU  - Plavšić, Jasna
AU  - Pavlović, Dragutin
AU  - Mihailović, Vladislava
AU  - Blagojević, Borislava
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/761
AB  - Flood flow frequency analysis is performed on the series of hydrological observations. The observations introduce uncertainties in the analysis results, inherited from limited data sets, operational difficulties in high flow measurements, flood flow estimates in the rating curve extrapolation zone, as well as different mechanisms of runoff generation. Difficulties in defining flood flow probabilistic model arise in the presence of outliers (significantly larger or smaller value compared to the remaining data set values). The paper provides an overview of methods for the detection of outliers from traditional practice to the latest research results, as well as procedures for outlier treatment in the further statistical analysis, focusing especially on the recommendations from the recently published Bulletin 17C in the USA. The assumptions about the population, procedures of outlier detection, the treatment of transformed data sets, and potential difficulties in the application are highlighted. Statistical tests and procedures are applied to flood data at 70 hydrological stations in Serbia. Analysis of flood flow frequency in the presence of outliers is performed by the methods of the annual maxima and peaks over threshold (POT). The examples include both upper and lower outliers. Comments are given on the differences in the results from the applied outlier detection and treatment procedures. Recommendations to the practitioners are given in the conclusions in order to reduce uncertainty in the flood flow frequency analysis in the presence of outliers.
AB  - Statistička analiza velikih voda se radi na nizovima hidroloških osmatranja, koja u rezultate ove analize unose neizvesnosti u pogledu ograničene dužine osmatranja, teškoća u merenju vrlo velikih protoka i njihove procene iz zone ekstrapolovanih krivih protoka, kao i zbog različitih mehanizama generisanja oticaja. Definisanje probabilističkog modela velikih voda je otežano i zbog postojanja izuzetaka u nizovima, tj. značajno velikih ili malih vrednosti u odnosu na većinu. U radu se daje pregled postupaka i statističkih testova za otkrivanje izuzetaka od standardnih do najnovijih, kao i načini postupanja sa izuzetnim vrednostima. Najveća pažnja posvećena je otkrivanju i tretmanu donjih izuzetaka, koji u velikoj meri utiču na raspodelu a time i na usvojene računske velike vode. Poseban osvrt je dat na najnovije preporuke iz američkog Biltena 17C. Komentarišu se pretpostavke o raspodeli populacije, procedure testiranja, postupanje sa transformisanim nizovima i ukazuje na moguće poteškoće u primeni. Sama primena testova i procedura prikazana je u praktičnom delu, gde se statistička analiza velikih voda u prisustvu izuzetaka sprovodi za karakteristične primere sa hidroloških stanica u Srbiji na nizovima formiranim metodama godišnjih maksimuma i prekoračenja preko praga. Primeri obuhvataju i gornje i donje izuzetke. Komentarišu se razlike u rezultatima prilikom primene različitih procedura u prisustvu izuzetaka i predlaže niz iskustvenih mera kako bi ocena velikih voda bila što pouzdanija.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Flood flow frequency analysis in the presence of outliers
T1  - Statistička analiza velikih voda u prisustvu izuzetaka
EP  - 17
IS  - 1-3
SP  - 5
VL  - 48
UR  - https://hdl.handle.net/21.15107/rcub_grafar_761
ER  - 

@article{
author = "Plavšić, Jasna and Pavlović, Dragutin and Mihailović, Vladislava and Blagojević, Borislava",
year = "2016",
abstract = "Flood flow frequency analysis is performed on the series of hydrological observations. The observations introduce uncertainties in the analysis results, inherited from limited data sets, operational difficulties in high flow measurements, flood flow estimates in the rating curve extrapolation zone, as well as different mechanisms of runoff generation. Difficulties in defining flood flow probabilistic model arise in the presence of outliers (significantly larger or smaller value compared to the remaining data set values). The paper provides an overview of methods for the detection of outliers from traditional practice to the latest research results, as well as procedures for outlier treatment in the further statistical analysis, focusing especially on the recommendations from the recently published Bulletin 17C in the USA. The assumptions about the population, procedures of outlier detection, the treatment of transformed data sets, and potential difficulties in the application are highlighted. Statistical tests and procedures are applied to flood data at 70 hydrological stations in Serbia. Analysis of flood flow frequency in the presence of outliers is performed by the methods of the annual maxima and peaks over threshold (POT). The examples include both upper and lower outliers. Comments are given on the differences in the results from the applied outlier detection and treatment procedures. Recommendations to the practitioners are given in the conclusions in order to reduce uncertainty in the flood flow frequency analysis in the presence of outliers., Statistička analiza velikih voda se radi na nizovima hidroloških osmatranja, koja u rezultate ove analize unose neizvesnosti u pogledu ograničene dužine osmatranja, teškoća u merenju vrlo velikih protoka i njihove procene iz zone ekstrapolovanih krivih protoka, kao i zbog različitih mehanizama generisanja oticaja. Definisanje probabilističkog modela velikih voda je otežano i zbog postojanja izuzetaka u nizovima, tj. značajno velikih ili malih vrednosti u odnosu na većinu. U radu se daje pregled postupaka i statističkih testova za otkrivanje izuzetaka od standardnih do najnovijih, kao i načini postupanja sa izuzetnim vrednostima. Najveća pažnja posvećena je otkrivanju i tretmanu donjih izuzetaka, koji u velikoj meri utiču na raspodelu a time i na usvojene računske velike vode. Poseban osvrt je dat na najnovije preporuke iz američkog Biltena 17C. Komentarišu se pretpostavke o raspodeli populacije, procedure testiranja, postupanje sa transformisanim nizovima i ukazuje na moguće poteškoće u primeni. Sama primena testova i procedura prikazana je u praktičnom delu, gde se statistička analiza velikih voda u prisustvu izuzetaka sprovodi za karakteristične primere sa hidroloških stanica u Srbiji na nizovima formiranim metodama godišnjih maksimuma i prekoračenja preko praga. Primeri obuhvataju i gornje i donje izuzetke. Komentarišu se razlike u rezultatima prilikom primene različitih procedura u prisustvu izuzetaka i predlaže niz iskustvenih mera kako bi ocena velikih voda bila što pouzdanija.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Flood flow frequency analysis in the presence of outliers, Statistička analiza velikih voda u prisustvu izuzetaka",
pages = "17-5",
number = "1-3",
volume = "48",
url = "https://hdl.handle.net/21.15107/rcub_grafar_761"
}

Plavšić, J., Pavlović, D., Mihailović, V.,& Blagojević, B.. (2016). Flood flow frequency analysis in the presence of outliers. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 48(1-3), 5-17.
https://hdl.handle.net/21.15107/rcub_grafar_761

Plavšić J, Pavlović D, Mihailović V, Blagojević B. Flood flow frequency analysis in the presence of outliers. in Vodoprivreda. 2016;48(1-3):5-17.
https://hdl.handle.net/21.15107/rcub_grafar_761 .

Plavšić, Jasna, Pavlović, Dragutin, Mihailović, Vladislava, Blagojević, Borislava, "Flood flow frequency analysis in the presence of outliers" in Vodoprivreda, 48, no. 1-3 (2016):5-17,
https://hdl.handle.net/21.15107/rcub_grafar_761 .