TY  - JOUR
AU  - Despotović, Jovan
AU  - Petrović, Jasna
AU  - Jaćimović, Nenad
PY  - 2002
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1757
AB  - For the purpose of re-design and improvement of the combined sewer system at the Kumodraz catchment in Belgrade, measurements of rainfall and runoff at the catchment were established in late 1997. Observed data are used for calibration and validation of two rainfall-runoff models: the detailed model BEMUS (Belgrade Model) and a conceptual hydrologic model Visual OTTHYMO. The major facilities of the recommended solution for re-design of the existing system are three retention ponds and outlet into a trunk. The paper briefly presents assessment of design flows for these four locations of the catchment based on results from the calibrated models. Data on intense storms that caused severe flooding within the catchment (and also all over Belgrade and other parts of Serbia) in June and July 1999 are used for comparison of design flows with a real event. During these storms the flow gauging equipment at the catchment was destroyed and only the rainfall data was available. In order to analyze the system under extreme conditions it is therefore necessary to perform hydrograph simulations. The basic idea was to check return periods of rainfall and runoff for these storms.
PB  - IWA Publishing
T2  - Water Science and Technology
T1  - Measurements, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraž in Belgrade
EP  - 133
IS  - 2
SP  - 127
VL  - 45
DO  - 10.2166/wst.2002.0037
ER  - 

@article{
author = "Despotović, Jovan and Petrović, Jasna and Jaćimović, Nenad",
year = "2002",
abstract = "For the purpose of re-design and improvement of the combined sewer system at the Kumodraz catchment in Belgrade, measurements of rainfall and runoff at the catchment were established in late 1997. Observed data are used for calibration and validation of two rainfall-runoff models: the detailed model BEMUS (Belgrade Model) and a conceptual hydrologic model Visual OTTHYMO. The major facilities of the recommended solution for re-design of the existing system are three retention ponds and outlet into a trunk. The paper briefly presents assessment of design flows for these four locations of the catchment based on results from the calibrated models. Data on intense storms that caused severe flooding within the catchment (and also all over Belgrade and other parts of Serbia) in June and July 1999 are used for comparison of design flows with a real event. During these storms the flow gauging equipment at the catchment was destroyed and only the rainfall data was available. In order to analyze the system under extreme conditions it is therefore necessary to perform hydrograph simulations. The basic idea was to check return periods of rainfall and runoff for these storms.",
publisher = "IWA Publishing",
journal = "Water Science and Technology",
title = "Measurements, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraž in Belgrade",
pages = "133-127",
number = "2",
volume = "45",
doi = "10.2166/wst.2002.0037"
}

Despotović, J., Petrović, J.,& Jaćimović, N.. (2002). Measurements, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraž in Belgrade. in Water Science and Technology
IWA Publishing., 45(2), 127-133.
https://doi.org/10.2166/wst.2002.0037

Despotović J, Petrović J, Jaćimović N. Measurements, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraž in Belgrade. in Water Science and Technology. 2002;45(2):127-133.
doi:10.2166/wst.2002.0037 .

Despotović, Jovan, Petrović, Jasna, Jaćimović, Nenad, "Measurements, calibration of rainfall-runoff models and assessment of the return period of flooding events at urban catchment Kumodraž in Belgrade" in Water Science and Technology, 45, no. 2 (2002):127-133,
https://doi.org/10.2166/wst.2002.0037 . .

TY  - JOUR
AU  - Petrović, Jasna
AU  - Despotović, Jovan
PY  - 1998
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1758
AB  - Traditional design method for urban drainage systems is based on design storms and its major drawback is that frequencies of peak flows in the system are considered equal to frequencies of design storms. An alternative is to use historical storms with rainfall-runoff models to produce a series of possible flows in the system and their frequencies. The latter approach involves more computations and can be laborious for larger catchments. This paper considers ways to reduce the set of historical storms to be involved in design procedure and yet to lead to realistic flow frequencies. Frequencies obtained by rainfall-runoff simulation at an experimental catchment are compared with frequencies of observed peak flows in the system.
T2  - Water Science and Technology
T1  - Historical rainfall for urban storm drainage design
EP  - 111
IS  - 11
SP  - 105
VL  - 37
DO  - 10.1016/S0273-1223(98)00322-9
ER  - 

@article{
author = "Petrović, Jasna and Despotović, Jovan",
year = "1998",
abstract = "Traditional design method for urban drainage systems is based on design storms and its major drawback is that frequencies of peak flows in the system are considered equal to frequencies of design storms. An alternative is to use historical storms with rainfall-runoff models to produce a series of possible flows in the system and their frequencies. The latter approach involves more computations and can be laborious for larger catchments. This paper considers ways to reduce the set of historical storms to be involved in design procedure and yet to lead to realistic flow frequencies. Frequencies obtained by rainfall-runoff simulation at an experimental catchment are compared with frequencies of observed peak flows in the system.",
journal = "Water Science and Technology",
title = "Historical rainfall for urban storm drainage design",
pages = "111-105",
number = "11",
volume = "37",
doi = "10.1016/S0273-1223(98)00322-9"
}

Petrović, J.,& Despotović, J.. (1998). Historical rainfall for urban storm drainage design. in Water Science and Technology, 37(11), 105-111.
https://doi.org/10.1016/S0273-1223(98)00322-9

Petrović J, Despotović J. Historical rainfall for urban storm drainage design. in Water Science and Technology. 1998;37(11):105-111.
doi:10.1016/S0273-1223(98)00322-9 .

Petrović, Jasna, Despotović, Jovan, "Historical rainfall for urban storm drainage design" in Water Science and Technology, 37, no. 11 (1998):105-111,
https://doi.org/10.1016/S0273-1223(98)00322-9 . .

TY  - JOUR
AU  - Despotović, Jovan
AU  - Petrović, Jasna
AU  - Vukmirović, Vojislav
PY  - 1996
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1759
AB  - Two 
most  frequently  used  procedures  for  obtaining  design  flow  rates  in  urban  drainage 
practice are design storm approach and historical storm approach. An alternative approach 
is possible if a series of measured flow rates at the outlet of urban catchment is a
vailable, 
so  the  frequencies  of  flow  rates  are  estimated  directly.  These  three  approaches  are 
discussed using the measurements of rainfall and runoff at the experimental urban drainage 
catchment "Miljakovac" in Belgrade for the period 1981
-
1993.
T2  - Atmospheric Research
T1  - Some considerations of urban drainage design practice using experimental data
EP  - 292
SP  - 279
VL  - 42
DO  - 10.1016/0169-8095(95)00069-0
ER  - 

@article{
author = "Despotović, Jovan and Petrović, Jasna and Vukmirović, Vojislav",
year = "1996",
abstract = "Two 
most  frequently  used  procedures  for  obtaining  design  flow  rates  in  urban  drainage 
practice are design storm approach and historical storm approach. An alternative approach 
is possible if a series of measured flow rates at the outlet of urban catchment is a
vailable, 
so  the  frequencies  of  flow  rates  are  estimated  directly.  These  three  approaches  are 
discussed using the measurements of rainfall and runoff at the experimental urban drainage 
catchment "Miljakovac" in Belgrade for the period 1981
-
1993.",
journal = "Atmospheric Research",
title = "Some considerations of urban drainage design practice using experimental data",
pages = "292-279",
volume = "42",
doi = "10.1016/0169-8095(95)00069-0"
}

Despotović, J., Petrović, J.,& Vukmirović, V.. (1996). Some considerations of urban drainage design practice using experimental data. in Atmospheric Research, 42, 279-292.
https://doi.org/10.1016/0169-8095(95)00069-0

Despotović J, Petrović J, Vukmirović V. Some considerations of urban drainage design practice using experimental data. in Atmospheric Research. 1996;42:279-292.
doi:10.1016/0169-8095(95)00069-0 .

Despotović, Jovan, Petrović, Jasna, Vukmirović, Vojislav, "Some considerations of urban drainage design practice using experimental data" in Atmospheric Research, 42 (1996):279-292,
https://doi.org/10.1016/0169-8095(95)00069-0 . .

TY  - JOUR
AU  - Despotović, Jovan
AU  - Petrović, Jasna
AU  - Vukmirović, Vojislav
PY  - 1996
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1861
AB  - Two most  frequently  used  procedures  for  obtaining  design  flow  rates  in  urban  drainage practice are design storm approach and historical storm approach. An alternative approach is possible if a series of measured flow rates at the outlet of urban catchment is available, so  the  frequencies  of  flow  rates  are  estimated  directly.  These  three  approaches  are discussed using the measurements of rainfall and runoff at the experimental urban drainage catchment "Miljakovac" in Belgrade for the period 1981-1993.
T2  - Atmospheric Research
T1  - Some considerations of urban drainage design practice using experimental data
EP  - 292
SP  - 279
VL  - 42
DO  - 10.1016/0169-8095(95)00069-0
ER  - 

@article{
author = "Despotović, Jovan and Petrović, Jasna and Vukmirović, Vojislav",
year = "1996",
abstract = "Two most  frequently  used  procedures  for  obtaining  design  flow  rates  in  urban  drainage practice are design storm approach and historical storm approach. An alternative approach is possible if a series of measured flow rates at the outlet of urban catchment is available, so  the  frequencies  of  flow  rates  are  estimated  directly.  These  three  approaches  are discussed using the measurements of rainfall and runoff at the experimental urban drainage catchment "Miljakovac" in Belgrade for the period 1981-1993.",
journal = "Atmospheric Research",
title = "Some considerations of urban drainage design practice using experimental data",
pages = "292-279",
volume = "42",
doi = "10.1016/0169-8095(95)00069-0"
}

Despotović, J., Petrović, J.,& Vukmirović, V.. (1996). Some considerations of urban drainage design practice using experimental data. in Atmospheric Research, 42, 279-292.
https://doi.org/10.1016/0169-8095(95)00069-0

Despotović J, Petrović J, Vukmirović V. Some considerations of urban drainage design practice using experimental data. in Atmospheric Research. 1996;42:279-292.
doi:10.1016/0169-8095(95)00069-0 .

Despotović, Jovan, Petrović, Jasna, Vukmirović, Vojislav, "Some considerations of urban drainage design practice using experimental data" in Atmospheric Research, 42 (1996):279-292,
https://doi.org/10.1016/0169-8095(95)00069-0 . .