TY  - JOUR
AU  - Petrović, Milan
AU  - Prodanović, Dušan
AU  - Stanić, Miloš
AU  - Branisavljević, Nemanja
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/432
AB  - In the process of making mathematical models, a common problem is lack or missing data that could be used for calibration and verification of the model. In that case, we have to somehow use available data to calculate the missing data. This article presents how it is possible to calculate runoff hydrographs from catchments of storm water sewer, by using measured water levels in basin of pumping station. Also, it is described on what you should bring your attention if you want to have results with small errors. .
AB  - Prilikom izrade matematičkih modela, često se susrećemo sa problemom nedostatka podataka koji se mogu iskoristiti za kalibraciju i verifikaciju modela. U tom slučaju je potrebno na neki način iskoristiti podatke koji se nalaze na raspolaganju i uz pomoć njih izračunati nedostajuće podatke. U ovom radu je objašnjeno kako je moguće dobiti hidrograme oticaja sa sliva kišne kanalizacije, preko izmerenih nivoa vode u bazenu crpilišta,, kao i na šta je potrebno obratiti pažnju kako bi se dobili rezultati sa prihvatljivom greškom. .
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Different approach for calculation of inflow on storm water sewer pumping station: Case study KCS Nova 1 on New Belgrade
T1  - Mogućnosti za proračun protoka na kišnoj kanalizacionoj crpnoj stanici - primer KCS Nova 1, Novi Beograd
EP  - 722
IS  - 5
SP  - 715
VL  - 67
UR  - https://hdl.handle.net/21.15107/rcub_grafar_432
ER  - 

@article{
author = "Petrović, Milan and Prodanović, Dušan and Stanić, Miloš and Branisavljević, Nemanja",
year = "2012",
abstract = "In the process of making mathematical models, a common problem is lack or missing data that could be used for calibration and verification of the model. In that case, we have to somehow use available data to calculate the missing data. This article presents how it is possible to calculate runoff hydrographs from catchments of storm water sewer, by using measured water levels in basin of pumping station. Also, it is described on what you should bring your attention if you want to have results with small errors. ., Prilikom izrade matematičkih modela, često se susrećemo sa problemom nedostatka podataka koji se mogu iskoristiti za kalibraciju i verifikaciju modela. U tom slučaju je potrebno na neki način iskoristiti podatke koji se nalaze na raspolaganju i uz pomoć njih izračunati nedostajuće podatke. U ovom radu je objašnjeno kako je moguće dobiti hidrograme oticaja sa sliva kišne kanalizacije, preko izmerenih nivoa vode u bazenu crpilišta,, kao i na šta je potrebno obratiti pažnju kako bi se dobili rezultati sa prihvatljivom greškom. .",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Different approach for calculation of inflow on storm water sewer pumping station: Case study KCS Nova 1 on New Belgrade, Mogućnosti za proračun protoka na kišnoj kanalizacionoj crpnoj stanici - primer KCS Nova 1, Novi Beograd",
pages = "722-715",
number = "5",
volume = "67",
url = "https://hdl.handle.net/21.15107/rcub_grafar_432"
}

Petrović, M., Prodanović, D., Stanić, M.,& Branisavljević, N.. (2012). Different approach for calculation of inflow on storm water sewer pumping station: Case study KCS Nova 1 on New Belgrade. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 67(5), 715-722.
https://hdl.handle.net/21.15107/rcub_grafar_432

Petrović M, Prodanović D, Stanić M, Branisavljević N. Different approach for calculation of inflow on storm water sewer pumping station: Case study KCS Nova 1 on New Belgrade. in Tehnika. 2012;67(5):715-722.
https://hdl.handle.net/21.15107/rcub_grafar_432 .

Petrović, Milan, Prodanović, Dušan, Stanić, Miloš, Branisavljević, Nemanja, "Different approach for calculation of inflow on storm water sewer pumping station: Case study KCS Nova 1 on New Belgrade" in Tehnika, 67, no. 5 (2012):715-722,
https://hdl.handle.net/21.15107/rcub_grafar_432 .