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  - Đukić, Vesna
AU  - Radić, Zoran
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/798
AB  - The objective of this study is to perform a sensitivity analysis of the SHETRAN model on the example of the torrential Lukovska River catchment in Serbia. The sensitivity analysis of the model was performed for the following parameters: the vertical saturated hydraulic conductivity of the subsurface soil, the horizontal saturated hydraulic conductivity in the saturated zone, the Strickler roughness coefficients for overland flow and for streams, the available water content in the soil and the erodibility coefficients due to rain and due to overland flow. It can be concluded that the water and sediment discharge are very sensitive to the values of the vertical saturated hydraulic conductivity of the subsurface soil in the range of 0.001 to 0.1 m/day; to the values of the horizontal saturated hydraulic conductivity in the saturated zone in the range of 0.01 to 5 m/day and to the values of the Strickler's coefficients for overland flow and for rivers in the range of 0.1 to 100 m1/3s-1 and 15 to 40 m1/3s, respectively. The sediment concentrations in a flow and sediment discharge are very sensitive to the values of erodibility coefficient due to overland flow in the range of 0.5 to 1.5 mg/m2s and to the values of erodibility coefficient due to rain in the range between 0.1 and 40 J1. The obtained results could be used to simplify the parameter calibration procedure and to facilitate estimation of parameters in ungauged mountainous basins of similar characteristics.
PB  - Springer Netherlands
T2  - Water Resources Management
T1  - Sensitivity Analysis of a Physically Based Distributed Model
EP  - 1684
IS  - 5
SP  - 1669
VL  - 30
DO  - 10.1007/s11269-016-1243-8
ER  - 

@article{
author = "Đukić, Vesna and Radić, Zoran",
year = "2016",
abstract = "The objective of this study is to perform a sensitivity analysis of the SHETRAN model on the example of the torrential Lukovska River catchment in Serbia. The sensitivity analysis of the model was performed for the following parameters: the vertical saturated hydraulic conductivity of the subsurface soil, the horizontal saturated hydraulic conductivity in the saturated zone, the Strickler roughness coefficients for overland flow and for streams, the available water content in the soil and the erodibility coefficients due to rain and due to overland flow. It can be concluded that the water and sediment discharge are very sensitive to the values of the vertical saturated hydraulic conductivity of the subsurface soil in the range of 0.001 to 0.1 m/day; to the values of the horizontal saturated hydraulic conductivity in the saturated zone in the range of 0.01 to 5 m/day and to the values of the Strickler's coefficients for overland flow and for rivers in the range of 0.1 to 100 m1/3s-1 and 15 to 40 m1/3s, respectively. The sediment concentrations in a flow and sediment discharge are very sensitive to the values of erodibility coefficient due to overland flow in the range of 0.5 to 1.5 mg/m2s and to the values of erodibility coefficient due to rain in the range between 0.1 and 40 J1. The obtained results could be used to simplify the parameter calibration procedure and to facilitate estimation of parameters in ungauged mountainous basins of similar characteristics.",
publisher = "Springer Netherlands",
journal = "Water Resources Management",
title = "Sensitivity Analysis of a Physically Based Distributed Model",
pages = "1684-1669",
number = "5",
volume = "30",
doi = "10.1007/s11269-016-1243-8"
}

Đukić, V.,& Radić, Z.. (2016). Sensitivity Analysis of a Physically Based Distributed Model. in Water Resources Management
Springer Netherlands., 30(5), 1669-1684.
https://doi.org/10.1007/s11269-016-1243-8

Đukić V, Radić Z. Sensitivity Analysis of a Physically Based Distributed Model. in Water Resources Management. 2016;30(5):1669-1684.
doi:10.1007/s11269-016-1243-8 .

Đukić, Vesna, Radić, Zoran, "Sensitivity Analysis of a Physically Based Distributed Model" in Water Resources Management, 30, no. 5 (2016):1669-1684,
https://doi.org/10.1007/s11269-016-1243-8 . .

TY  - CHAP
AU  - Đukić, Vesna
AU  - Đurić, Uroš
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1046
PB  - Belgrade: University of Belgrade, Faculty of Economics Publishing Centre
T2  - Catastrophic risks and sustainable development
T1  - Catastrophic risks and sustainable development
EP  - 449
SP  - 429
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1046
ER  - 

@inbook{
author = "Đukić, Vesna and Đurić, Uroš",
year = "2015",
publisher = "Belgrade: University of Belgrade, Faculty of Economics Publishing Centre",
journal = "Catastrophic risks and sustainable development",
booktitle = "Catastrophic risks and sustainable development",
pages = "449-429",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1046"
}

Đukić, V.,& Đurić, U.. (2015). Catastrophic risks and sustainable development. in Catastrophic risks and sustainable development
Belgrade: University of Belgrade, Faculty of Economics Publishing Centre., 429-449.
https://hdl.handle.net/21.15107/rcub_grafar_1046

Đukić V, Đurić U. Catastrophic risks and sustainable development. in Catastrophic risks and sustainable development. 2015;:429-449.
https://hdl.handle.net/21.15107/rcub_grafar_1046 .

Đukić, Vesna, Đurić, Uroš, "Catastrophic risks and sustainable development" in Catastrophic risks and sustainable development (2015):429-449,
https://hdl.handle.net/21.15107/rcub_grafar_1046 .

TY  - JOUR
AU  - Đukić, Vesna
AU  - Radić, Zoran
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/615
AB  - In the present study the SHETRAN river basin modelling system was used in conjunction with Geographic Information System (GIS) to estimate potential erosion and deposition rates within the catchment and the concentrations of sediment in a flow at the catchment outlet on the example of the 114.31 km(2) mountainous torrential Lukovska River catchment in Serbia. The streams in the Lukovska River catchment are short, steep and often produce hazardous torrential floods as a consequence of strong rainfall of short duration. The soil erosion and sediment discharge were analysed in view of the catchment response to physical characteristics of the catchment. Considering that the most of total annual sediment discharge in watersheds of torrential character is achieved during storm events, the SHETRAN modelling system was calibrated on the example of a storm event in 1986 and validated for three other storm events in 1974, 1976 and 1979. The simulated results of discharges and sediment concentrations at the catchment outlet for both calibration and validation events were compared with the observed data and found to be reasonable. The changes of erosion and deposition rates within the catchment and in the course of time were estimated for the calibration event in 1986. The simulated erosion rates were within the range of 1 to 10.5 t/ha and corresponded to the observed rates of erosion in Europe during extreme rain events. The presented methodology is useful in identifying the erosion vulnerable regions in a catchment where erosion control measures should be implemented.
PB  - Kluwer Academic Publishers
T2  - Water Resources Management
T1  - GIS Based Estimation of Sediment Discharge and Areas of Soil Erosion and Deposition for the Torrential Lukovska River Catchment in Serbia
EP  - 4581
IS  - 13
SP  - 4567
VL  - 28
DO  - 10.1007/s11269-014-0751-7
ER  - 

@article{
author = "Đukić, Vesna and Radić, Zoran",
year = "2014",
abstract = "In the present study the SHETRAN river basin modelling system was used in conjunction with Geographic Information System (GIS) to estimate potential erosion and deposition rates within the catchment and the concentrations of sediment in a flow at the catchment outlet on the example of the 114.31 km(2) mountainous torrential Lukovska River catchment in Serbia. The streams in the Lukovska River catchment are short, steep and often produce hazardous torrential floods as a consequence of strong rainfall of short duration. The soil erosion and sediment discharge were analysed in view of the catchment response to physical characteristics of the catchment. Considering that the most of total annual sediment discharge in watersheds of torrential character is achieved during storm events, the SHETRAN modelling system was calibrated on the example of a storm event in 1986 and validated for three other storm events in 1974, 1976 and 1979. The simulated results of discharges and sediment concentrations at the catchment outlet for both calibration and validation events were compared with the observed data and found to be reasonable. The changes of erosion and deposition rates within the catchment and in the course of time were estimated for the calibration event in 1986. The simulated erosion rates were within the range of 1 to 10.5 t/ha and corresponded to the observed rates of erosion in Europe during extreme rain events. The presented methodology is useful in identifying the erosion vulnerable regions in a catchment where erosion control measures should be implemented.",
publisher = "Kluwer Academic Publishers",
journal = "Water Resources Management",
title = "GIS Based Estimation of Sediment Discharge and Areas of Soil Erosion and Deposition for the Torrential Lukovska River Catchment in Serbia",
pages = "4581-4567",
number = "13",
volume = "28",
doi = "10.1007/s11269-014-0751-7"
}

Đukić, V.,& Radić, Z.. (2014). GIS Based Estimation of Sediment Discharge and Areas of Soil Erosion and Deposition for the Torrential Lukovska River Catchment in Serbia. in Water Resources Management
Kluwer Academic Publishers., 28(13), 4567-4581.
https://doi.org/10.1007/s11269-014-0751-7

Đukić V, Radić Z. GIS Based Estimation of Sediment Discharge and Areas of Soil Erosion and Deposition for the Torrential Lukovska River Catchment in Serbia. in Water Resources Management. 2014;28(13):4567-4581.
doi:10.1007/s11269-014-0751-7 .

Đukić, Vesna, Radić, Zoran, "GIS Based Estimation of Sediment Discharge and Areas of Soil Erosion and Deposition for the Torrential Lukovska River Catchment in Serbia" in Water Resources Management, 28, no. 13 (2014):4567-4581,
https://doi.org/10.1007/s11269-014-0751-7 . .

TY  - JOUR
AU  - Avakumović, Dimitrije
AU  - Stričević, Ružica
AU  - Đurović, Nevenka
AU  - Stanić, Miloš
AU  - Dašić, Tina
AU  - Đukić, Vesna
PY  - 2005
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/112
AB  - Two ways of assessing irrigation water requirements are analyzed in the paper. The relationship between income and outcome water is reconstituted by the water balance equation, and the need for irrigation is determined. Besides of this equation, the needs for irrigation are determined by the CROPWAT model, on the basis of yield decrease of several crops grown on different types of soils. The main components of the water balance equation - effective rainfall and evapotranspiration - are also analyzed, to be used in the calculation of seasonal irrigation requirements.
AB  - U radu se obrađuje proračun potrebnih količina vode za navodnjavanje. Na osnovu jednačine vodnog bilansa uspostavlja se veza između prihoda i rashoda vode i određuju se potrebe za navodnjavanjem. Osim ove jednačine, u ovom radu se potrebe za navodnjavanjem određuju i pomoću proračuna padova prinosa gajenih useva na različitim vrstama zemljišta. Za ovaj slučaj u radu je primenjen model CROPWAT. U radu je, takođe, prikazan i savremen način određivanja efektivnih padavina i evapotranspiracije, kao glavnih komponenata vodnog bilansa, a u cilju proračuna potrebnih količina vode, tj. norme navodnjavanja.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - State-of-the-art analysis of irrigation water requirement
T1  - Sa vremena analiza potrebnih količina vode za navodnjavanje
EP  - 20
IS  - 1-3
SP  - 11
VL  - 37
UR  - https://hdl.handle.net/21.15107/rcub_agrospace_1013
ER  - 

@article{
author = "Avakumović, Dimitrije and Stričević, Ružica and Đurović, Nevenka and Stanić, Miloš and Dašić, Tina and Đukić, Vesna",
year = "2005",
abstract = "Two ways of assessing irrigation water requirements are analyzed in the paper. The relationship between income and outcome water is reconstituted by the water balance equation, and the need for irrigation is determined. Besides of this equation, the needs for irrigation are determined by the CROPWAT model, on the basis of yield decrease of several crops grown on different types of soils. The main components of the water balance equation - effective rainfall and evapotranspiration - are also analyzed, to be used in the calculation of seasonal irrigation requirements., U radu se obrađuje proračun potrebnih količina vode za navodnjavanje. Na osnovu jednačine vodnog bilansa uspostavlja se veza između prihoda i rashoda vode i određuju se potrebe za navodnjavanjem. Osim ove jednačine, u ovom radu se potrebe za navodnjavanjem određuju i pomoću proračuna padova prinosa gajenih useva na različitim vrstama zemljišta. Za ovaj slučaj u radu je primenjen model CROPWAT. U radu je, takođe, prikazan i savremen način određivanja efektivnih padavina i evapotranspiracije, kao glavnih komponenata vodnog bilansa, a u cilju proračuna potrebnih količina vode, tj. norme navodnjavanja.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "State-of-the-art analysis of irrigation water requirement, Sa vremena analiza potrebnih količina vode za navodnjavanje",
pages = "20-11",
number = "1-3",
volume = "37",
url = "https://hdl.handle.net/21.15107/rcub_agrospace_1013"
}

Avakumović, D., Stričević, R., Đurović, N., Stanić, M., Dašić, T.,& Đukić, V.. (2005). State-of-the-art analysis of irrigation water requirement. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 37(1-3), 11-20.
https://hdl.handle.net/21.15107/rcub_agrospace_1013

Avakumović D, Stričević R, Đurović N, Stanić M, Dašić T, Đukić V. State-of-the-art analysis of irrigation water requirement. in Vodoprivreda. 2005;37(1-3):11-20.
https://hdl.handle.net/21.15107/rcub_agrospace_1013 .

Avakumović, Dimitrije, Stričević, Ružica, Đurović, Nevenka, Stanić, Miloš, Dašić, Tina, Đukić, Vesna, "State-of-the-art analysis of irrigation water requirement" in Vodoprivreda, 37, no. 1-3 (2005):11-20,
https://hdl.handle.net/21.15107/rcub_agrospace_1013 .