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.
TY - JOUR
AU - Despotović, Jovan
AU - Petrović, Jasna
AU - Jaćimović, Nenad
PY - 2002
UR - http://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.
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",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1757",
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.",
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.
Water Science and Technology, 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. Water Science and Technology. 2002;45(2):127-133
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" Water Science and Technology, 45, no. 2 (2002):127-133,
https://doi.org/10.2166/wst.2002.0037 .
