Stojadinović, Luka

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  • Stojadinović, Luka (9)
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Author's Bibliography

Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model

Stojadinović, Luka; Ivetić, Damjan; Milašinović, Miloš; Ignjatović, Lazar; Stojković, Milan

(2021)

TY  - CONF
AU  - Stojadinović, Luka
AU  - Ivetić, Damjan
AU  - Milašinović, Miloš
AU  - Ignjatović, Lazar
AU  - Stojković, Milan
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2459
AB  - Održivo upravljanje složenim vodoprivrednim sistemima, u neizvesnim i promenljivim klimatskim uslovima, kao i pod rastućim socio-ekonomskim zahtevima i ograničenjima, predstavlja kompleksan izazov. Samo u poslednjih par decenija, zabeležene su katastrofalne prirodne nepogode (poplave, suše, zemlotresi itd) koje su po intezitetu prevazilazile dosad zabeležene vrednosti. Vodoprivredni sistemi, kao što su višenamenske akumulacije, predstavljaju jedan primer vitalnih sistema čije je pouzdano funkcionisanje dodatno ugroženo u svetlu novih okolnosti. Kvantifikovanje „spremnosti“ sistema na navedene događaje, se uobičajeno sprovodi kroz analizu rizika primenom tradicionalnih statičkih veličina. Kako statičke mere imaju izvesna ograničenja, u poslednje vreme, sve više se koristi koncept dinamičke rezilijentnosti (izdržljivosti). Kako bi se obezbedila minimizacija štetnog uticaja navedenih događaja na funkcionalnost vodoprivrednih sistema, neophodno je povećati tzv. „rezilijentnost“ sistema, odnosno sposobnost sistema da izdrži i prihvati neki poremećaj i povrati pređašnju funkcionalnost. Kako bi se ispitala „spremnost“ sistema na razne nepovoljne scenarije, koji podrazumevaju smanjenje funkcionalnosti različitih komponenata sistema, neophodno je koristiti adekvatan simulacioni model vodoprivrednog sistema i model otkaza. Na osnovu ovih modela moguće je proceniti ponašanje sistema nakon širokog spektra mogućih nepovoljnih događaja. Takođe, moguće je detektovati komponente koje bi uz pravovremeno ulaganje i poboljšanje stanja ublažile pad funkcionalnosti sistema pri različitim poremećajima i povećale rezilijentnost celog sistema. U ovom istraživanju predstavljen je pristup za modeliranje otkaza i implementaciju istih u vodoprivredni model. Kao primer korišćen je vodoprivredni sistem Pirot.
C3  - 19. Savetovanje SDHI i SDH, Beograd, Srbija
T1  - Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2459
ER  - 
@conference{
author = "Stojadinović, Luka and Ivetić, Damjan and Milašinović, Miloš and Ignjatović, Lazar and Stojković, Milan",
year = "2021",
abstract = "Održivo upravljanje složenim vodoprivrednim sistemima, u neizvesnim i promenljivim klimatskim uslovima, kao i pod rastućim socio-ekonomskim zahtevima i ograničenjima, predstavlja kompleksan izazov. Samo u poslednjih par decenija, zabeležene su katastrofalne prirodne nepogode (poplave, suše, zemlotresi itd) koje su po intezitetu prevazilazile dosad zabeležene vrednosti. Vodoprivredni sistemi, kao što su višenamenske akumulacije, predstavljaju jedan primer vitalnih sistema čije je pouzdano funkcionisanje dodatno ugroženo u svetlu novih okolnosti. Kvantifikovanje „spremnosti“ sistema na navedene događaje, se uobičajeno sprovodi kroz analizu rizika primenom tradicionalnih statičkih veličina. Kako statičke mere imaju izvesna ograničenja, u poslednje vreme, sve više se koristi koncept dinamičke rezilijentnosti (izdržljivosti). Kako bi se obezbedila minimizacija štetnog uticaja navedenih događaja na funkcionalnost vodoprivrednih sistema, neophodno je povećati tzv. „rezilijentnost“ sistema, odnosno sposobnost sistema da izdrži i prihvati neki poremećaj i povrati pređašnju funkcionalnost. Kako bi se ispitala „spremnost“ sistema na razne nepovoljne scenarije, koji podrazumevaju smanjenje funkcionalnosti različitih komponenata sistema, neophodno je koristiti adekvatan simulacioni model vodoprivrednog sistema i model otkaza. Na osnovu ovih modela moguće je proceniti ponašanje sistema nakon širokog spektra mogućih nepovoljnih događaja. Takođe, moguće je detektovati komponente koje bi uz pravovremeno ulaganje i poboljšanje stanja ublažile pad funkcionalnosti sistema pri različitim poremećajima i povećale rezilijentnost celog sistema. U ovom istraživanju predstavljen je pristup za modeliranje otkaza i implementaciju istih u vodoprivredni model. Kao primer korišćen je vodoprivredni sistem Pirot.",
journal = "19. Savetovanje SDHI i SDH, Beograd, Srbija",
title = "Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2459"
}
Stojadinović, L., Ivetić, D., Milašinović, M., Ignjatović, L.,& Stojković, M.. (2021). Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model. in 19. Savetovanje SDHI i SDH, Beograd, Srbija.
https://hdl.handle.net/21.15107/rcub_grafar_2459
Stojadinović L, Ivetić D, Milašinović M, Ignjatović L, Stojković M. Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model. in 19. Savetovanje SDHI i SDH, Beograd, Srbija. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2459 .
Stojadinović, Luka, Ivetić, Damjan, Milašinović, Miloš, Ignjatović, Lazar, Stojković, Milan, "Dinamička rezilijentnost kao mera za upravljanje rizikom kod složenih vodoprivrednih sistema: Implementacija modela otkaza u vodoprivredni model" in 19. Savetovanje SDHI i SDH, Beograd, Srbija (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2459 .

Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka; Pavlović, Dragutin

(Elsevier, 2019)

TY  - JOUR
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
AU  - Pavlović, Dragutin
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1721
AB  - Flow measurements in Urban Drainage Systems (UDS) are essential for pollution control and system management. Since the accuracy of, today the most popular, Acoustic Doppler Velocimeters is impeded by several factors, this research is focused on the alternative, or a supplemental, Electro-Magnetic Velocity (EMV) meters. EMV meters are more robust and can provide accurate low flow measurements, even when covered with porous sediment. However, the downside of EMV is the small control volume (CV) where the flow velocities are integrated in a non-linear manner to obtain a single, one-dimensional measured velocity. For a better understanding of the sensor output and measured mean flow velocity with quantified uncertainty, it is necessary to determine the size of the CV and to understand the non-linear integration principle within the CV. Valuable technical parameters, needed for describing these EMV properties, are typically not provided by the manufacturers. Fundamentally, they could be defined with the magnetic field and “virtual” current distributions. To allow for a more practical interpretation of the EMV operating principle, a simplified model of an EMV sensor is proposed here. The suggested model describes the EMV operating principle with only two technical parameters, one-dimensional weighting function w and the reach of the CV, the τ_max. Furthermore, a methodology is proposed for defining these two parameters, using two lab flume experiments. The first one is focused on the investigation of the EMV output, when the EMV is covered by the porous sediment with different depths. The second experiment involves the determination of the longitudinal velocity distribution within the lab flume and the CV of the EMV meter. A backward analysis is suggested to formulate a minimization problem, from which the unknown technical parameters are assessed. The proposed procedure was applied on the examined Flat DC-2 EMV meter. Derived one-dimensional weighting function w exponentially drops with the distance from the electrodes, while the reach of the CV was found to be τ_max = 8.7 cm. These parameters, and the simplified model, were validated against the EMV outputs acquired in the lab flume, without sediment presence.
PB  - Elsevier
T2  - Flow Measurement and Instrumentation
T1  - Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters
IS  - 101588
VL  - 68
DO  - 10.1016/j.flowmeasinst.2019.101588
ER  - 
@article{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka and Pavlović, Dragutin",
year = "2019",
abstract = "Flow measurements in Urban Drainage Systems (UDS) are essential for pollution control and system management. Since the accuracy of, today the most popular, Acoustic Doppler Velocimeters is impeded by several factors, this research is focused on the alternative, or a supplemental, Electro-Magnetic Velocity (EMV) meters. EMV meters are more robust and can provide accurate low flow measurements, even when covered with porous sediment. However, the downside of EMV is the small control volume (CV) where the flow velocities are integrated in a non-linear manner to obtain a single, one-dimensional measured velocity. For a better understanding of the sensor output and measured mean flow velocity with quantified uncertainty, it is necessary to determine the size of the CV and to understand the non-linear integration principle within the CV. Valuable technical parameters, needed for describing these EMV properties, are typically not provided by the manufacturers. Fundamentally, they could be defined with the magnetic field and “virtual” current distributions. To allow for a more practical interpretation of the EMV operating principle, a simplified model of an EMV sensor is proposed here. The suggested model describes the EMV operating principle with only two technical parameters, one-dimensional weighting function w and the reach of the CV, the τ_max. Furthermore, a methodology is proposed for defining these two parameters, using two lab flume experiments. The first one is focused on the investigation of the EMV output, when the EMV is covered by the porous sediment with different depths. The second experiment involves the determination of the longitudinal velocity distribution within the lab flume and the CV of the EMV meter. A backward analysis is suggested to formulate a minimization problem, from which the unknown technical parameters are assessed. The proposed procedure was applied on the examined Flat DC-2 EMV meter. Derived one-dimensional weighting function w exponentially drops with the distance from the electrodes, while the reach of the CV was found to be τ_max = 8.7 cm. These parameters, and the simplified model, were validated against the EMV outputs acquired in the lab flume, without sediment presence.",
publisher = "Elsevier",
journal = "Flow Measurement and Instrumentation",
title = "Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters",
number = "101588",
volume = "68",
doi = "10.1016/j.flowmeasinst.2019.101588"
}
Ivetić, D., Prodanović, D., Stojadinović, L.,& Pavlović, D.. (2019). Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters. in Flow Measurement and Instrumentation
Elsevier., 68(101588).
https://doi.org/10.1016/j.flowmeasinst.2019.101588
Ivetić D, Prodanović D, Stojadinović L, Pavlović D. Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters. in Flow Measurement and Instrumentation. 2019;68(101588).
doi:10.1016/j.flowmeasinst.2019.101588 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, Pavlović, Dragutin, "Bed-mounted Electro Magnetic meters: Assessment of the (Missing) Technical Parameters" in Flow Measurement and Instrumentation, 68, no. 101588 (2019),
https://doi.org/10.1016/j.flowmeasinst.2019.101588 . .

Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka

(Springer International Publishing, Cham, 2019)

TY  - CONF
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1655
PB  - Springer International Publishing, Cham
C3  - New Trends in Urban Drainage Modelling: UDM 2018
T1  - Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters
EP  - 643
SP  - 638
DO  - 10.1007/978-3-319-99867-1_110
ER  - 
@conference{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka",
year = "2019",
publisher = "Springer International Publishing, Cham",
journal = "New Trends in Urban Drainage Modelling: UDM 2018",
title = "Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters",
pages = "643-638",
doi = "10.1007/978-3-319-99867-1_110"
}
Ivetić, D., Prodanović, D.,& Stojadinović, L.. (2019). Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters. in New Trends in Urban Drainage Modelling: UDM 2018
Springer International Publishing, Cham., 638-643.
https://doi.org/10.1007/978-3-319-99867-1_110
Ivetić D, Prodanović D, Stojadinović L. Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters. in New Trends in Urban Drainage Modelling: UDM 2018. 2019;:638-643.
doi:10.1007/978-3-319-99867-1_110 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, "Electro-Magnetic Velocity Meters: Assessment of the (Missing) Technical Parameters" in New Trends in Urban Drainage Modelling: UDM 2018 (2019):638-643,
https://doi.org/10.1007/978-3-319-99867-1_110 . .

Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora

Stojadinović, Luka; Ivetić, Damjan; Prodanović, Dušan

(Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju, 2018)

TY  - CONF
AU  - Stojadinović, Luka
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3205
AB  - Princip rada elektromagnetnih (EM) senzora brzine ili protoka se zasniva na Faradejevom zakonu 
indukcije. Kretanje provodne tečnosti kroz magnetno polje senzora indukuje na krajevima elektroda koje su u kontaktu sa tečnošću napon proporcionalan brzini kretanja tečnosti. U opštem slučaju, veličina napona je rezultat integracije vektorskog proizvoda nelinearnog polja brzina i nelinearnog magnetnog polja. Za potrebe ispitivanja osetljivosti EM senzora, od interesa je poznavati raspored magnetnog polja koje generiše uređaj. Takođe, potrebno je definisati koji uslovi, koji se mogu javiti u eksploataciji, utiču na oblik indukovanog magnetnog polja a samim tim i na pokazivanje samog uređaja. U ovom radu predstavljeni su rezultati ispitivanja magnetnog polja ravnog EM senzora brzine, sprovedenih u laboratoriji Građevinskog fakulteta, Univerziteta u Beogradu.
AB  - The operating principle of the Electro Magnetic (EM) velocity, or flow meters is based on the 
Faraday’s law of the induction. The motion of the conductive fluid through the magnetic field of the sensor generates, on the electrodes, the voltage proportional to the flow velocity. In general, the output voltage value is a result of the integration of the non-linear flow field and non-linear magnetic field. In order to assess the sensitivity of the EM probes, the magnetic field distribution is needed. Also, it is required to determine which operational conditions can affect the distribution of the induced magnetic field, and thus the sensor’s output voltage. In this paper, results of the laboratory analysis of the magnetic field of the flat EM velocity meter are presented. Laboratory tests were performed at the Faculty of Civil Engineering, University of Belgrade.
PB  - Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju
C3  - 18. Savetovanje SDHI i SDH, Niš, Srbija
T1  - Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora
T1  - Laboratory assessment of the flat electromagnetic meter’s magnetic field
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3205
ER  - 
@conference{
author = "Stojadinović, Luka and Ivetić, Damjan and Prodanović, Dušan",
year = "2018",
abstract = "Princip rada elektromagnetnih (EM) senzora brzine ili protoka se zasniva na Faradejevom zakonu 
indukcije. Kretanje provodne tečnosti kroz magnetno polje senzora indukuje na krajevima elektroda koje su u kontaktu sa tečnošću napon proporcionalan brzini kretanja tečnosti. U opštem slučaju, veličina napona je rezultat integracije vektorskog proizvoda nelinearnog polja brzina i nelinearnog magnetnog polja. Za potrebe ispitivanja osetljivosti EM senzora, od interesa je poznavati raspored magnetnog polja koje generiše uređaj. Takođe, potrebno je definisati koji uslovi, koji se mogu javiti u eksploataciji, utiču na oblik indukovanog magnetnog polja a samim tim i na pokazivanje samog uređaja. U ovom radu predstavljeni su rezultati ispitivanja magnetnog polja ravnog EM senzora brzine, sprovedenih u laboratoriji Građevinskog fakulteta, Univerziteta u Beogradu., The operating principle of the Electro Magnetic (EM) velocity, or flow meters is based on the 
Faraday’s law of the induction. The motion of the conductive fluid through the magnetic field of the sensor generates, on the electrodes, the voltage proportional to the flow velocity. In general, the output voltage value is a result of the integration of the non-linear flow field and non-linear magnetic field. In order to assess the sensitivity of the EM probes, the magnetic field distribution is needed. Also, it is required to determine which operational conditions can affect the distribution of the induced magnetic field, and thus the sensor’s output voltage. In this paper, results of the laboratory analysis of the magnetic field of the flat EM velocity meter are presented. Laboratory tests were performed at the Faculty of Civil Engineering, University of Belgrade.",
publisher = "Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju",
journal = "18. Savetovanje SDHI i SDH, Niš, Srbija",
title = "Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora, Laboratory assessment of the flat electromagnetic meter’s magnetic field",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3205"
}
Stojadinović, L., Ivetić, D.,& Prodanović, D.. (2018). Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora. in 18. Savetovanje SDHI i SDH, Niš, Srbija
Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju..
https://hdl.handle.net/21.15107/rcub_grafar_3205
Stojadinović L, Ivetić D, Prodanović D. Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora. in 18. Savetovanje SDHI i SDH, Niš, Srbija. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3205 .
Stojadinović, Luka, Ivetić, Damjan, Prodanović, Dušan, "Laboratorijsko ispitivanje magnetnog polja ravnih elektromagnetnih senzora" in 18. Savetovanje SDHI i SDH, Niš, Srbija (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3205 .

Laboratorijsko određivanje merne neodređenosti ravnih EM senzora

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka

(Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju, 2018)

TY  - CONF
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3204
AB  - Da bi se ostvarilo efikasno upravljanje hidrotehničkim sistemima neophodno je poznavati podatak o protoku. Merenje protoka u tokovima sa slobodnom površinom je generalno komplikovan zadatak koji zahteva znanja iz hidraulike i tehnologije merne opreme. Izbor optimalne merne metode je uslovljen specifičnostima svakog pojedinog mernog mesta, prvenstveno u vidu hidrauličkih parametara, fizičkih karakteristika fluida i provodnika. Najčešće se koristi pristup Brzina – Proticajni Presek, gde se paralelnim određivanjem dve veličine, Srednje profilske brzine i površine proticajnog preseka, dolazi do podatka o protoku. Ključan problem u primeni ove metode 
je obezbeđivanje dovoljno tačne procene srednje profilska brzine, imajući u vidu da se površina proticajnog preseka može relativno lako odrediti sa merenjem dubine. U većini slučajeva, za merenje srednje profilske brzine, se koriste akustični Dopler uređaji dok u znatno manjoj meri Elektro Magnetni (EM) senzori. U ovom radu su analizirane tehničke karakteristike ravnih EM senzora za merenje brzine u tokovima sa slobodnom površinom. Na osnovu laboratorijskih ispitivanja i poređenja sa etalonskim uređajima veće tačnosti, određene su komponente merne 
neodređenosti: sistematska, statistička i kombinovana neodređenost. Sračunate vrednosti su upoređene sa rezultatima za akustične Dopler uređaje, dobijene po sličnoj proceduri, čime je omogućeno nepristrasno poređenje dve merne tehnologije.
PB  - Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju
C3  - 18. Savetovanje SDHI i SDH, Niš, Srbija, 2018
T1  - Laboratorijsko određivanje merne neodređenosti ravnih EM  senzora
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3204
ER  - 
@conference{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka",
year = "2018",
abstract = "Da bi se ostvarilo efikasno upravljanje hidrotehničkim sistemima neophodno je poznavati podatak o protoku. Merenje protoka u tokovima sa slobodnom površinom je generalno komplikovan zadatak koji zahteva znanja iz hidraulike i tehnologije merne opreme. Izbor optimalne merne metode je uslovljen specifičnostima svakog pojedinog mernog mesta, prvenstveno u vidu hidrauličkih parametara, fizičkih karakteristika fluida i provodnika. Najčešće se koristi pristup Brzina – Proticajni Presek, gde se paralelnim određivanjem dve veličine, Srednje profilske brzine i površine proticajnog preseka, dolazi do podatka o protoku. Ključan problem u primeni ove metode 
je obezbeđivanje dovoljno tačne procene srednje profilska brzine, imajući u vidu da se površina proticajnog preseka može relativno lako odrediti sa merenjem dubine. U većini slučajeva, za merenje srednje profilske brzine, se koriste akustični Dopler uređaji dok u znatno manjoj meri Elektro Magnetni (EM) senzori. U ovom radu su analizirane tehničke karakteristike ravnih EM senzora za merenje brzine u tokovima sa slobodnom površinom. Na osnovu laboratorijskih ispitivanja i poređenja sa etalonskim uređajima veće tačnosti, određene su komponente merne 
neodređenosti: sistematska, statistička i kombinovana neodređenost. Sračunate vrednosti su upoređene sa rezultatima za akustične Dopler uređaje, dobijene po sličnoj proceduri, čime je omogućeno nepristrasno poređenje dve merne tehnologije.",
publisher = "Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju",
journal = "18. Savetovanje SDHI i SDH, Niš, Srbija, 2018",
title = "Laboratorijsko određivanje merne neodređenosti ravnih EM  senzora",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3204"
}
Ivetić, D., Prodanović, D.,& Stojadinović, L.. (2018). Laboratorijsko određivanje merne neodređenosti ravnih EM  senzora. in 18. Savetovanje SDHI i SDH, Niš, Srbija, 2018
Srpsko društvo za hidraulička istraživanja i Srpsko društvo za hidrologiju..
https://hdl.handle.net/21.15107/rcub_grafar_3204
Ivetić D, Prodanović D, Stojadinović L. Laboratorijsko određivanje merne neodređenosti ravnih EM  senzora. in 18. Savetovanje SDHI i SDH, Niš, Srbija, 2018. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3204 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, "Laboratorijsko određivanje merne neodređenosti ravnih EM  senzora" in 18. Savetovanje SDHI i SDH, Niš, Srbija, 2018 (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3204 .

Etaloniranje merne neodređenosti ravnih EM senzora

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka

(Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd, 2018)

TY  - JOUR
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1722
AB  - Da bi se ostvarilo efikasno upravljanje hidrotehničkim sistemima neophodno je poznavati podatak o protoku. Merenje protoka u tokovima sa slobodnom površinom je generalno komplikovan zadatak koji zahteva znanja iz hidraulike i tehnologije merne opreme. Izbor optimalne merne metode je uslovljen specifičnostima svakog pojedinog mernog mesta, prvenstveno u vidu hidrauličkih parametara, fizičkih karakteristika fluida i provodnika. Najčešće se koristi pristup Brzina – Proticajni Presek, gde se paralelnim određivanjem dve veličine, Srednje profilske brzine i površine proticajnog preseka, dolazi do podatka o protoku. Ključan problem u primeni ove metode je obezbeđivanje dovoljno tačne procene srednje profilska brzine, imajući u vidu da se površina proticajnog preseka može relativno lako odrediti sa merenjem dubine. U većini slučajeva, za merenje srednje profilske brzine, se koriste akustični Dopler uređaji dok u znatno manjoj meri Elektro Magnetni (EM) senzori. U ovom radu su analizirane tehničke karakteristike ravnih EM senzora za merenje brzine u tokovima sa slobodnom površinom. Na osnovu laboratorijskih ispitivanja i poređenja sa etalonskim uređajima veće tačnosti, određene su komponente merne neodređenosti: sistematska, statistička i kombinovana neodređenost. Sračunate vrednosti su upoređene sa rezultatima za akustične Dopler uređaje, dobijene po sličnoj proceduri, čime je omogućeno nepristrasno poređenje dve merne tehnologije.
PB  - Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd
T2  - Voda i sanitarna tehnika
T1  - Etaloniranje merne neodređenosti ravnih EM senzora
EP  - 62
SP  - 53
VL  - 5-6
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1722
ER  - 
@article{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka",
year = "2018",
abstract = "Da bi se ostvarilo efikasno upravljanje hidrotehničkim sistemima neophodno je poznavati podatak o protoku. Merenje protoka u tokovima sa slobodnom površinom je generalno komplikovan zadatak koji zahteva znanja iz hidraulike i tehnologije merne opreme. Izbor optimalne merne metode je uslovljen specifičnostima svakog pojedinog mernog mesta, prvenstveno u vidu hidrauličkih parametara, fizičkih karakteristika fluida i provodnika. Najčešće se koristi pristup Brzina – Proticajni Presek, gde se paralelnim određivanjem dve veličine, Srednje profilske brzine i površine proticajnog preseka, dolazi do podatka o protoku. Ključan problem u primeni ove metode je obezbeđivanje dovoljno tačne procene srednje profilska brzine, imajući u vidu da se površina proticajnog preseka može relativno lako odrediti sa merenjem dubine. U većini slučajeva, za merenje srednje profilske brzine, se koriste akustični Dopler uređaji dok u znatno manjoj meri Elektro Magnetni (EM) senzori. U ovom radu su analizirane tehničke karakteristike ravnih EM senzora za merenje brzine u tokovima sa slobodnom površinom. Na osnovu laboratorijskih ispitivanja i poređenja sa etalonskim uređajima veće tačnosti, određene su komponente merne neodređenosti: sistematska, statistička i kombinovana neodređenost. Sračunate vrednosti su upoređene sa rezultatima za akustične Dopler uređaje, dobijene po sličnoj proceduri, čime je omogućeno nepristrasno poređenje dve merne tehnologije.",
publisher = "Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd",
journal = "Voda i sanitarna tehnika",
title = "Etaloniranje merne neodređenosti ravnih EM senzora",
pages = "62-53",
volume = "5-6",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1722"
}
Ivetić, D., Prodanović, D.,& Stojadinović, L.. (2018). Etaloniranje merne neodređenosti ravnih EM senzora. in Voda i sanitarna tehnika
Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd., 5-6, 53-62.
https://hdl.handle.net/21.15107/rcub_grafar_1722
Ivetić D, Prodanović D, Stojadinović L. Etaloniranje merne neodređenosti ravnih EM senzora. in Voda i sanitarna tehnika. 2018;5-6:53-62.
https://hdl.handle.net/21.15107/rcub_grafar_1722 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, "Etaloniranje merne neodređenosti ravnih EM senzora" in Voda i sanitarna tehnika, 5-6 (2018):53-62,
https://hdl.handle.net/21.15107/rcub_grafar_1722 .

Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka

(Elsevier B.V., 2018)

TY  - JOUR
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1708
AB  - Flow monitoring in Urban Drainage Systems (UDS) is required for a successful system control and operational assessment. Commonly used methods can lead to erroneous results in partially filled pipes and hostile environmental conditions, normally encountered in UDS. Recent studies focused on the flow rate measurements in UDS revealed that the capability of acoustic Doppler velocimeters to estimate mean flow velocity is impeded by several factors. Most prominent issues are the operation under low flow depths and velocities, as well as in the case of the sedimentation at low flow velocities. This study is focused on an alternative method for the velocity measurements in the UDS, based on Electro-Magnetic Velocity (EMV) meters. The study also determines the sensor's capacity to operate when covered by a porous sediment layer, using a newly developed procedure. A brief theoretical background is given to support the idea behind the usage of EMV in UDS. Measurement uncertainties were firstly benchmarked in the laboratory flume without sediment. After local, site-specific (re) calibration, EMV operated with combined uncertainty of only few cm/s. Furthermore, the EMV measured the flow rates with depths low as 4 cm and velocities bellow 5 cm/s. Additionally, a series of tests were performed with sediment layers above the EMV meter, varying in height from 0 to 80 mm. Observational uncertainty analysis showed that EMV meter can be used even in these conditions. Since the bias uncertainty increased with the rise of the sediment depth, a correction function model was derived for the transformation of the output signal, reducing the observational uncertainties below 5 cm/s. Subsequently, practical implications of the EMV usage in the UDS are considered.
PB  - Elsevier B.V.
T2  - Journal of Hydrology
T1  - Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems
EP  - 469
SP  - 455
VL  - 566
DO  - 10.1016/j.jhydrol.2018.08.068
ER  - 
@article{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka",
year = "2018",
abstract = "Flow monitoring in Urban Drainage Systems (UDS) is required for a successful system control and operational assessment. Commonly used methods can lead to erroneous results in partially filled pipes and hostile environmental conditions, normally encountered in UDS. Recent studies focused on the flow rate measurements in UDS revealed that the capability of acoustic Doppler velocimeters to estimate mean flow velocity is impeded by several factors. Most prominent issues are the operation under low flow depths and velocities, as well as in the case of the sedimentation at low flow velocities. This study is focused on an alternative method for the velocity measurements in the UDS, based on Electro-Magnetic Velocity (EMV) meters. The study also determines the sensor's capacity to operate when covered by a porous sediment layer, using a newly developed procedure. A brief theoretical background is given to support the idea behind the usage of EMV in UDS. Measurement uncertainties were firstly benchmarked in the laboratory flume without sediment. After local, site-specific (re) calibration, EMV operated with combined uncertainty of only few cm/s. Furthermore, the EMV measured the flow rates with depths low as 4 cm and velocities bellow 5 cm/s. Additionally, a series of tests were performed with sediment layers above the EMV meter, varying in height from 0 to 80 mm. Observational uncertainty analysis showed that EMV meter can be used even in these conditions. Since the bias uncertainty increased with the rise of the sediment depth, a correction function model was derived for the transformation of the output signal, reducing the observational uncertainties below 5 cm/s. Subsequently, practical implications of the EMV usage in the UDS are considered.",
publisher = "Elsevier B.V.",
journal = "Journal of Hydrology",
title = "Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems",
pages = "469-455",
volume = "566",
doi = "10.1016/j.jhydrol.2018.08.068"
}
Ivetić, D., Prodanović, D.,& Stojadinović, L.. (2018). Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems. in Journal of Hydrology
Elsevier B.V.., 566, 455-469.
https://doi.org/10.1016/j.jhydrol.2018.08.068
Ivetić D, Prodanović D, Stojadinović L. Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems. in Journal of Hydrology. 2018;566:455-469.
doi:10.1016/j.jhydrol.2018.08.068 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, "Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems" in Journal of Hydrology, 566 (2018):455-469,
https://doi.org/10.1016/j.jhydrol.2018.08.068 . .
1
1
1
1

Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka

(Elsevier B.V., 2018)

TY  - JOUR
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/979
AB  - Flow monitoring in Urban Drainage Systems (UDS) is required for a successful system control and operational assessment. Commonly used methods can lead to erroneous results in partially filled pipes and hostile environmental conditions, normally encountered in UDS. Recent studies focused on the flow rate measurements in UDS revealed that the capability of acoustic Doppler velocimeters to estimate mean flow velocity is impeded by several factors. Most prominent issues are the operation under low flow depths and velocities, as well as in the case of the sedimentation at low flow velocities. This study is focused on an alternative method for the velocity measurements in the UDS, based on Electro-Magnetic Velocity (EMV) meters. The study also determines the sensor's capacity to operate when covered by a porous sediment layer, using a newly developed procedure. A brief theoretical background is given to support the idea behind the usage of EMV in UDS. Measurement uncertainties were firstly benchmarked in the laboratory flume without sediment. After local, site-specific (re) calibration, EMV operated with combined uncertainty of only few cm/s. Furthermore, the EMV measured the flow rates with depths low as 4 cm and velocities bellow 5 cm/s. Additionally, a series of tests were performed with sediment layers above the EMV meter, varying in height from 0 to 80 mm. Observational uncertainty analysis showed that EMV meter can be used even in these conditions. Since the bias uncertainty increased with the rise of the sediment depth, a correction function model was derived for the transformation of the output signal, reducing the observational uncertainties below 5 cm/s. Subsequently, practical implications of the EMV usage in the UDS are considered.
PB  - Elsevier B.V.
T2  - Journal of Hydrology
T1  - Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems
EP  - 469
SP  - 455
VL  - 566
DO  - 10.1016/j.jhydrol.2018.08.068
ER  - 
@article{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka",
year = "2018",
abstract = "Flow monitoring in Urban Drainage Systems (UDS) is required for a successful system control and operational assessment. Commonly used methods can lead to erroneous results in partially filled pipes and hostile environmental conditions, normally encountered in UDS. Recent studies focused on the flow rate measurements in UDS revealed that the capability of acoustic Doppler velocimeters to estimate mean flow velocity is impeded by several factors. Most prominent issues are the operation under low flow depths and velocities, as well as in the case of the sedimentation at low flow velocities. This study is focused on an alternative method for the velocity measurements in the UDS, based on Electro-Magnetic Velocity (EMV) meters. The study also determines the sensor's capacity to operate when covered by a porous sediment layer, using a newly developed procedure. A brief theoretical background is given to support the idea behind the usage of EMV in UDS. Measurement uncertainties were firstly benchmarked in the laboratory flume without sediment. After local, site-specific (re) calibration, EMV operated with combined uncertainty of only few cm/s. Furthermore, the EMV measured the flow rates with depths low as 4 cm and velocities bellow 5 cm/s. Additionally, a series of tests were performed with sediment layers above the EMV meter, varying in height from 0 to 80 mm. Observational uncertainty analysis showed that EMV meter can be used even in these conditions. Since the bias uncertainty increased with the rise of the sediment depth, a correction function model was derived for the transformation of the output signal, reducing the observational uncertainties below 5 cm/s. Subsequently, practical implications of the EMV usage in the UDS are considered.",
publisher = "Elsevier B.V.",
journal = "Journal of Hydrology",
title = "Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems",
pages = "469-455",
volume = "566",
doi = "10.1016/j.jhydrol.2018.08.068"
}
Ivetić, D., Prodanović, D.,& Stojadinović, L.. (2018). Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems. in Journal of Hydrology
Elsevier B.V.., 566, 455-469.
https://doi.org/10.1016/j.jhydrol.2018.08.068
Ivetić D, Prodanović D, Stojadinović L. Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems. in Journal of Hydrology. 2018;566:455-469.
doi:10.1016/j.jhydrol.2018.08.068 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, "Bed-mounted Electro Magnetic meters: Implications for robust velocity measurement in Urban Drainage systems" in Journal of Hydrology, 566 (2018):455-469,
https://doi.org/10.1016/j.jhydrol.2018.08.068 . .
1
1
1
1

Improvement of the flow measuring methodology with the flat electromagnetic velocity probes

Ivetić, Damjan; Prodanović, Dušan; Stojadinović, Luka; Cvitkovac, Mile

(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2017)

TY  - JOUR
AU  - Ivetić, Damjan
AU  - Prodanović, Dušan
AU  - Stojadinović, Luka
AU  - Cvitkovac, Mile
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/856
AB  - One of the commonly used approaches, for the flow measurements in open chanel hydraulic systems, is to measure one depth and use the stable Q-H relationship to compute the flow rate. If this method is inappropriate, the velocity-area method has to be used: both area (depth) and mean velocity are measured in order to compute the flow rate. Although, it is reported that the velocity sensors operate with high uncertainty, the popularity of these methods stem from the fact that they can be applied in wide range of hydraulic conditions including the mixed flow conditions. Uncertainties are related both to the applied instruments and properties of the measurement site. While Doppler probes are preffered nowadays in the hydraulic systems, electromagnetic probes have certain adventages which are found to be useful in the methodology presented in this paper. Here, so called flat EM velocity probes are analyzed, which can be used instead of Doppler probes for the flow measurements. Due to the more rigourous operating principle, particular weighting functions can be derived in order to define contributions from different parts of the flow to the measured signal. Reduction of the uncertainty can be obtained through combination of the weighting functions with site-specific velocity fields computed with CFD simulations, In order to overcome the high uncertainty issue, additional site-specific calibration procedure for flat EM sensors is presented in this paper. Concept of its application in the engineering practice example are presented.
AB  - Najčešće korišćen način merenja protoka u hidrotehničkim sistemima sa otvorenim tokom je preko merenja jedne dubine i preračunavanjem u protok korišćenjem Q-H krive. U uslovima kada nije moguće jednoznačno uspostaviti Q-H vezu, neophodno je koristiti metodu Brzina-Proticajni presek, gde se odvojeno mere (srednja) proticajna brzina i dubina. Iako su dosadašnja istraživanja pokazala da senzori brzine često rade sa visokom mernom neodređenošću, ovaj pristup je popularan zbog mogućnosti primene u širokom spektru hidrauličkih problema. Merna neodređenost u obračunatom protoku ima dvojaki karakter i rezultat je neodređenosti samog merenja brzine i dubine, kao i doprinosa usled nestandardnih uslova na mernom mestu. Iako se u hidrauličkim sistemima u poslednje vreme preferiraju ultrazvučne Dopler sonde, elekromagnetne (EM) sonde poseduju prednosti u realnim uslovima rada posebno u sistemima sa otpadnim vodama. U ovom radu, analizirane su ravne EM sonde za brzinu, koje se mogu koristiti umesto Dopler sondi za merenje protoka. Zbog jasnijeg principa rada EM sondi, moguće je definisati posebne težinske funkcije kojima se opisuje koliko koji deo polja brzina utiče na izlazni signal uređaja. Koristeći težinske funkcije u kombinaciji sa modeliranim realnim strujnim poljem, dobijenim pomoću prostornih numeričkih simulacija turbulentnog toka, moguće je smanjiti mernu neodređenost uređaja. Predložena metodologija je klasifikovana kao naknadna kalibracija EM uređaja prema uslovima na mernom mestu. Koncept njene primene je prikazan kroz praktičan primer.
PB  - Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd
T2  - Vodoprivreda
T1  - Improvement of the flow measuring methodology with the flat electromagnetic velocity probes
T1  - Unapređenje metodologije merenja protoka pomoću ravnih elektromagnetnih senzora brzine
EP  - 102
IS  - 1-3
SP  - 93
VL  - 49
UR  - https://hdl.handle.net/21.15107/rcub_grafar_856
ER  - 
@article{
author = "Ivetić, Damjan and Prodanović, Dušan and Stojadinović, Luka and Cvitkovac, Mile",
year = "2017",
abstract = "One of the commonly used approaches, for the flow measurements in open chanel hydraulic systems, is to measure one depth and use the stable Q-H relationship to compute the flow rate. If this method is inappropriate, the velocity-area method has to be used: both area (depth) and mean velocity are measured in order to compute the flow rate. Although, it is reported that the velocity sensors operate with high uncertainty, the popularity of these methods stem from the fact that they can be applied in wide range of hydraulic conditions including the mixed flow conditions. Uncertainties are related both to the applied instruments and properties of the measurement site. While Doppler probes are preffered nowadays in the hydraulic systems, electromagnetic probes have certain adventages which are found to be useful in the methodology presented in this paper. Here, so called flat EM velocity probes are analyzed, which can be used instead of Doppler probes for the flow measurements. Due to the more rigourous operating principle, particular weighting functions can be derived in order to define contributions from different parts of the flow to the measured signal. Reduction of the uncertainty can be obtained through combination of the weighting functions with site-specific velocity fields computed with CFD simulations, In order to overcome the high uncertainty issue, additional site-specific calibration procedure for flat EM sensors is presented in this paper. Concept of its application in the engineering practice example are presented., Najčešće korišćen način merenja protoka u hidrotehničkim sistemima sa otvorenim tokom je preko merenja jedne dubine i preračunavanjem u protok korišćenjem Q-H krive. U uslovima kada nije moguće jednoznačno uspostaviti Q-H vezu, neophodno je koristiti metodu Brzina-Proticajni presek, gde se odvojeno mere (srednja) proticajna brzina i dubina. Iako su dosadašnja istraživanja pokazala da senzori brzine često rade sa visokom mernom neodređenošću, ovaj pristup je popularan zbog mogućnosti primene u širokom spektru hidrauličkih problema. Merna neodređenost u obračunatom protoku ima dvojaki karakter i rezultat je neodređenosti samog merenja brzine i dubine, kao i doprinosa usled nestandardnih uslova na mernom mestu. Iako se u hidrauličkim sistemima u poslednje vreme preferiraju ultrazvučne Dopler sonde, elekromagnetne (EM) sonde poseduju prednosti u realnim uslovima rada posebno u sistemima sa otpadnim vodama. U ovom radu, analizirane su ravne EM sonde za brzinu, koje se mogu koristiti umesto Dopler sondi za merenje protoka. Zbog jasnijeg principa rada EM sondi, moguće je definisati posebne težinske funkcije kojima se opisuje koliko koji deo polja brzina utiče na izlazni signal uređaja. Koristeći težinske funkcije u kombinaciji sa modeliranim realnim strujnim poljem, dobijenim pomoću prostornih numeričkih simulacija turbulentnog toka, moguće je smanjiti mernu neodređenost uređaja. Predložena metodologija je klasifikovana kao naknadna kalibracija EM uređaja prema uslovima na mernom mestu. Koncept njene primene je prikazan kroz praktičan primer.",
publisher = "Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd",
journal = "Vodoprivreda",
title = "Improvement of the flow measuring methodology with the flat electromagnetic velocity probes, Unapređenje metodologije merenja protoka pomoću ravnih elektromagnetnih senzora brzine",
pages = "102-93",
number = "1-3",
volume = "49",
url = "https://hdl.handle.net/21.15107/rcub_grafar_856"
}
Ivetić, D., Prodanović, D., Stojadinović, L.,& Cvitkovac, M.. (2017). Improvement of the flow measuring methodology with the flat electromagnetic velocity probes. in Vodoprivreda
Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd., 49(1-3), 93-102.
https://hdl.handle.net/21.15107/rcub_grafar_856
Ivetić D, Prodanović D, Stojadinović L, Cvitkovac M. Improvement of the flow measuring methodology with the flat electromagnetic velocity probes. in Vodoprivreda. 2017;49(1-3):93-102.
https://hdl.handle.net/21.15107/rcub_grafar_856 .
Ivetić, Damjan, Prodanović, Dušan, Stojadinović, Luka, Cvitkovac, Mile, "Improvement of the flow measuring methodology with the flat electromagnetic velocity probes" in Vodoprivreda, 49, no. 1-3 (2017):93-102,
https://hdl.handle.net/21.15107/rcub_grafar_856 .