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
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. .
Keywords:
mathematical modeling / calculation of inflow / runoff hydrograph / results analysis / matematičko modeliranje / proračun protoka / hidrogram oticaja / analiza rezultataSource:
Tehnika, 2012, 67, 5, 715-722Publisher:
- Savez inženjera i tehničara Srbije, Beograd
Funding / projects:
Collections
Institution/Community
GraFarTY - 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 .