Wat-Qual - Water Quality in Drinking Water Distribution Systems.

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Wat-Qual - Water Quality in Drinking Water Distribution Systems. (en)
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Publications

Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije

Ivetić, Damjan; Vasilić, Željko

(Udruženje za tehnologijiu vode i sanitarno inženjerstvo, 2023)

TY  - CONF
AU  - Ivetić, Damjan
AU  - Vasilić, Željko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3146
AB  - Ispiranje vodovodne mreže je osnovna aktivna fizička mera za čišćenje cevi vodovodne mreže sa ciljem održavanja i unapređenja kvaliteta vode za piće. Najčešće se primenjuju tradicionalna, odnosno konvencionalna, tehnika ispiranja i takozvana tehnika ispiranja u jednom pravcu. U ovom radu fokus je stavljen na tehniku ispiranja u jednom pravcu budući da se poslednjih decenija primarno ona koristi zbog određenih prednosti u odnosu na tradicionalnu tehniku. Ispiranje u jednom pravcu se može koristiti u formi reaktivnog odgovora nakon akcidenta sa kvalitetom vode (npr pojava zamućenja vode) ili kao deo protokola za održavanje kvaliteta pijaće vode u redovnim operativnim uslovima. Dobra praksa je pokazala da je neophodno imati plan ispiranja kojim se definiše sekvenca poteznih ispiranja za efikasno ispiranje određenog dela vodovodne mreže. Definisanje plana ispiranja se i dalje najčešće vrši „ručno“ uprkos činjenici da to predstavlja složen i dugotrajan proces. U ovom radu se identifikuju i analiziraju ključni kriterijumi za planiranje ispiranja: geometrijski, hidraulički i ekonomski. Predlaže se okvir za optimizaciju efikasnosti učinka i troškova implementacije, kojim se obezbeđuje bolja kontrola i ujednačenost efikasnosti ispiranja kao i realna procena troškova implementacije plana. Predstavljen je i razvijeni hidroinformatički alat (algoritam) za planiranje ispiranja i analizirani su rezultati primene na primeru jedne zone za ispiranje u gradu Amsterdamu u Holandiji.
AB  - Water distribution network flushing is one of the basic active physical activities for pipe cleaning aiming to preserve and enhance the drinking water quality. Most frequently used techniques are traditional, or conventional, flushing and unidirectional flushing. In this paper, focus is placed on the unidirectional flushing as in past decades, well-equipped water utilities are preferring this technique due to the several advantages over traditional flushing. Unidirectional flushing can be applied in the form of the reactive response after the water quality accident (e.g. discoloration) or within a regular maintenance protocol, under regular operating conditions. Either way, good flushing practice has shown that a flushing plan is needed to define the sequence of the designed flushing operations aiming to allow for effective and efficient discoloration risk mitigation. Design of a flushing plan is still, commonly, a “manual” job, despite the fact that is complex and time-consuming task. Here key criteria for flushing planning are identified and analyzed: geometric, hydraulic and economic. A framework for efficiency and cost optimization is suggested, enabling better control and uniformity of the flushing effectiveness, and providing realistic estimates of the flushing cost. Developed hydroinformatic tool (algorithm) for flushing planning is presented and results of the application on the flushing zone in Amsterdam, Netherlands, are analyzed.
PB  - Udruženje za tehnologijiu vode i sanitarno inženjerstvo
C3  - Konferencija Vodovodni i kanalizacioni sistemi, 24– 26. maj 2023. godine, Banja Koviljača
T1  - Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije
T1  - Water distribution networks flushing planning: framework for optimization of implementation efficiency and cost
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3146
ER  - 
@conference{
author = "Ivetić, Damjan and Vasilić, Željko",
year = "2023",
abstract = "Ispiranje vodovodne mreže je osnovna aktivna fizička mera za čišćenje cevi vodovodne mreže sa ciljem održavanja i unapređenja kvaliteta vode za piće. Najčešće se primenjuju tradicionalna, odnosno konvencionalna, tehnika ispiranja i takozvana tehnika ispiranja u jednom pravcu. U ovom radu fokus je stavljen na tehniku ispiranja u jednom pravcu budući da se poslednjih decenija primarno ona koristi zbog određenih prednosti u odnosu na tradicionalnu tehniku. Ispiranje u jednom pravcu se može koristiti u formi reaktivnog odgovora nakon akcidenta sa kvalitetom vode (npr pojava zamućenja vode) ili kao deo protokola za održavanje kvaliteta pijaće vode u redovnim operativnim uslovima. Dobra praksa je pokazala da je neophodno imati plan ispiranja kojim se definiše sekvenca poteznih ispiranja za efikasno ispiranje određenog dela vodovodne mreže. Definisanje plana ispiranja se i dalje najčešće vrši „ručno“ uprkos činjenici da to predstavlja složen i dugotrajan proces. U ovom radu se identifikuju i analiziraju ključni kriterijumi za planiranje ispiranja: geometrijski, hidraulički i ekonomski. Predlaže se okvir za optimizaciju efikasnosti učinka i troškova implementacije, kojim se obezbeđuje bolja kontrola i ujednačenost efikasnosti ispiranja kao i realna procena troškova implementacije plana. Predstavljen je i razvijeni hidroinformatički alat (algoritam) za planiranje ispiranja i analizirani su rezultati primene na primeru jedne zone za ispiranje u gradu Amsterdamu u Holandiji., Water distribution network flushing is one of the basic active physical activities for pipe cleaning aiming to preserve and enhance the drinking water quality. Most frequently used techniques are traditional, or conventional, flushing and unidirectional flushing. In this paper, focus is placed on the unidirectional flushing as in past decades, well-equipped water utilities are preferring this technique due to the several advantages over traditional flushing. Unidirectional flushing can be applied in the form of the reactive response after the water quality accident (e.g. discoloration) or within a regular maintenance protocol, under regular operating conditions. Either way, good flushing practice has shown that a flushing plan is needed to define the sequence of the designed flushing operations aiming to allow for effective and efficient discoloration risk mitigation. Design of a flushing plan is still, commonly, a “manual” job, despite the fact that is complex and time-consuming task. Here key criteria for flushing planning are identified and analyzed: geometric, hydraulic and economic. A framework for efficiency and cost optimization is suggested, enabling better control and uniformity of the flushing effectiveness, and providing realistic estimates of the flushing cost. Developed hydroinformatic tool (algorithm) for flushing planning is presented and results of the application on the flushing zone in Amsterdam, Netherlands, are analyzed.",
publisher = "Udruženje za tehnologijiu vode i sanitarno inženjerstvo",
journal = "Konferencija Vodovodni i kanalizacioni sistemi, 24– 26. maj 2023. godine, Banja Koviljača",
title = "Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije, Water distribution networks flushing planning: framework for optimization of implementation efficiency and cost",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3146"
}
Ivetić, D.,& Vasilić, Ž.. (2023). Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije. in Konferencija Vodovodni i kanalizacioni sistemi, 24– 26. maj 2023. godine, Banja Koviljača
Udruženje za tehnologijiu vode i sanitarno inženjerstvo..
https://hdl.handle.net/21.15107/rcub_grafar_3146
Ivetić D, Vasilić Ž. Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije. in Konferencija Vodovodni i kanalizacioni sistemi, 24– 26. maj 2023. godine, Banja Koviljača. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3146 .
Ivetić, Damjan, Vasilić, Željko, "Planiranje ispiranja vodovodnih mreža: okvir za optimizaciju efikasnosti učinka i troškova implementacije" in Konferencija Vodovodni i kanalizacioni sistemi, 24– 26. maj 2023. godine, Banja Koviljača (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3146 .

Višekriterijumska analiza sektorizacije vodovodne mreže

Vasilić, Željko; Ivetić, Damjan; Stanić, Miloš

(Građevinski fakultet Univerziteta u Beogradu, 2021)

TY  - CONF
AU  - Vasilić, Željko
AU  - Ivetić, Damjan
AU  - Stanić, Miloš
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2503
AB  - Sektorizacija odnosno podela vodovodne mreže na osnovne zone bilansiranja (eng. District Meter Areas – DMAs) predstavlja najisplativiju i opšte prihvaćenu strategiju za kontrolu vodnog bilansa, pritisaka i smanjenje gubitaka u mreži. Izbor zona bilansiranja nije jednoznačan zbog čega je identifikacija optimalnog rasporeda izuzetno zahtevan zadatak, naročito u slučaju postojećih distributivnih sistema. Pored osnovnih kriterijuma (npr. veličina zona i dužina mreže) postupak sektorizacije treba da obuhvati i dodatne „lokalne“ kriterijume specifične za mrežu koja se razmatra kao što su minimalni broj dovoda, zadovoljenje protivpožarnog opterećenja itd. U ovom radu je prikazana metodologija za sektorizaciju zasnovana na primeni novog indeksa uniformnosti mreže (eng. Uniformity Index) koja omogućava identifikaciju klastera u mreži ujednačenih po potrošnji. Optimizacioni algoritam, podržan inženjerskom logikom, je korišćen za određivanje položaja kontrolnih uređaja (zatvarača i merača protoka) na granicama prethodno identifikovanih klustera, čime se uspostavljaju zone bilansiranja.  Osnovni kriterijumi za vrednovanje i izbor optimalnog rešenja su minimalna ulaganja u neophodne intervencije u mreži i očuvanje pouzdanosti sistema. Rezultati testiranja metodologije na realnom primeru vodovodne mreže, sa primenom lokalnih kriterijuma, potvrđuju da može biti od značajne koristi u inženjerskoj praksi u procesu sektorizacije.
AB  - Sectorization of Water Distribution Network (WDN) into District Meter Areas (DMAs) is a proven measure for proactive leakage and pressure control. Sectorization of WDN into an optimal system of DMAs is a hard task to achieve, especially for the existing and continuously operating WDN. Beside general criteria (e.g. DMA size, network length), sectorisation process should be driven by the case-specific criteria such as required number of feeds, fire flow regulations etc. This paper presents sectorization algorithm that utilizes newly developed uniformity index which drives the sectorization process and identifies clusters in the network with uniform demand. Engineering heuristic is coupled with optimization algorithm in order to search the broader range of feasible solutions and identify (near)optimal positions of flow-meters an isolation valves on clusters’ boundary edges, converting them to DMAs. Least investment for field implementation and maintaining the same level of WDN’s operational efficiency are adopted as main criteria for solution evaluation and selection of preferable solution. Testing algorithm on a part of real-life WDN, subjected to the specific local design criteria, proved it can be a valuable decision support tool for sectorization process.
PB  - Građevinski fakultet Univerziteta u Beogradu
C3  - 19. Naučno savetovanje SDHI i SDH
T1  - Višekriterijumska analiza sektorizacije vodovodne mreže
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2503
ER  - 
@conference{
author = "Vasilić, Željko and Ivetić, Damjan and Stanić, Miloš",
year = "2021",
abstract = "Sektorizacija odnosno podela vodovodne mreže na osnovne zone bilansiranja (eng. District Meter Areas – DMAs) predstavlja najisplativiju i opšte prihvaćenu strategiju za kontrolu vodnog bilansa, pritisaka i smanjenje gubitaka u mreži. Izbor zona bilansiranja nije jednoznačan zbog čega je identifikacija optimalnog rasporeda izuzetno zahtevan zadatak, naročito u slučaju postojećih distributivnih sistema. Pored osnovnih kriterijuma (npr. veličina zona i dužina mreže) postupak sektorizacije treba da obuhvati i dodatne „lokalne“ kriterijume specifične za mrežu koja se razmatra kao što su minimalni broj dovoda, zadovoljenje protivpožarnog opterećenja itd. U ovom radu je prikazana metodologija za sektorizaciju zasnovana na primeni novog indeksa uniformnosti mreže (eng. Uniformity Index) koja omogućava identifikaciju klastera u mreži ujednačenih po potrošnji. Optimizacioni algoritam, podržan inženjerskom logikom, je korišćen za određivanje položaja kontrolnih uređaja (zatvarača i merača protoka) na granicama prethodno identifikovanih klustera, čime se uspostavljaju zone bilansiranja.  Osnovni kriterijumi za vrednovanje i izbor optimalnog rešenja su minimalna ulaganja u neophodne intervencije u mreži i očuvanje pouzdanosti sistema. Rezultati testiranja metodologije na realnom primeru vodovodne mreže, sa primenom lokalnih kriterijuma, potvrđuju da može biti od značajne koristi u inženjerskoj praksi u procesu sektorizacije., Sectorization of Water Distribution Network (WDN) into District Meter Areas (DMAs) is a proven measure for proactive leakage and pressure control. Sectorization of WDN into an optimal system of DMAs is a hard task to achieve, especially for the existing and continuously operating WDN. Beside general criteria (e.g. DMA size, network length), sectorisation process should be driven by the case-specific criteria such as required number of feeds, fire flow regulations etc. This paper presents sectorization algorithm that utilizes newly developed uniformity index which drives the sectorization process and identifies clusters in the network with uniform demand. Engineering heuristic is coupled with optimization algorithm in order to search the broader range of feasible solutions and identify (near)optimal positions of flow-meters an isolation valves on clusters’ boundary edges, converting them to DMAs. Least investment for field implementation and maintaining the same level of WDN’s operational efficiency are adopted as main criteria for solution evaluation and selection of preferable solution. Testing algorithm on a part of real-life WDN, subjected to the specific local design criteria, proved it can be a valuable decision support tool for sectorization process.",
publisher = "Građevinski fakultet Univerziteta u Beogradu",
journal = "19. Naučno savetovanje SDHI i SDH",
title = "Višekriterijumska analiza sektorizacije vodovodne mreže",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2503"
}
Vasilić, Ž., Ivetić, D.,& Stanić, M.. (2021). Višekriterijumska analiza sektorizacije vodovodne mreže. in 19. Naučno savetovanje SDHI i SDH
Građevinski fakultet Univerziteta u Beogradu..
https://hdl.handle.net/21.15107/rcub_grafar_2503
Vasilić Ž, Ivetić D, Stanić M. Višekriterijumska analiza sektorizacije vodovodne mreže. in 19. Naučno savetovanje SDHI i SDH. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2503 .
Vasilić, Željko, Ivetić, Damjan, Stanić, Miloš, "Višekriterijumska analiza sektorizacije vodovodne mreže" in 19. Naučno savetovanje SDHI i SDH (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2503 .

Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam

Vasilić, Željko; Ivetić, Damjan

(The University of Sheffield., 2020)

TY  - RPRT
AU  - Vasilić, Željko
AU  - Ivetić, Damjan
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2429
AB  - The subject of this report is presentation of abilities of sectorization algorithm to identify and create District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam. 
District Meter Area (DMA) is a distinct hydraulic area of the WDN, separated from the rest of the supply system by isolation valves and one or more metered inlets and outlets (Burrows et al., 2000). Sectorization of Water Distribution Network (WDN) into District Meter Areas (DMAs) is a proven measure for proactive leakage and pressure control. It is considered as the most cost-effective strategy for the control of real water losses. Setting up DMAs can be potentially useful even for water utilities that operate WDNs that do not suffer from high volumes of non-revenue water, such as Amsterdam city WDN operated by Waternet. For example, improved control of the contamination spreading can be considered as an additional significant benefit. Sectorization of WDN must be designed carefully, as required network interventions can endanger network’s reliability in terms of water supply and pressure distribution. 
Complexity of the real life WDN results in many different alternatives in which network sectorization can be done. Sectorization of WDN into an optimal system of DMAs is a hard task to achieve, especially for the existing and continuously operating WDNs. Every WDN is unique in its topology, characteristics and key sectorization objectives, so there is no common procedure for sectorization of WDN into DMAs, but rather a series of guidelines provided by the different water and other authorities (Butler, 2000; Farley, 2001; Morrison et al., 2007; WAA & WRC, 1985). Sectorization solutions are usually obtained by the “trial and error” technique conducted by a local expert, familiar with all the WDN specifics. Practical application of such approach is illustrated in Grayman et al. (2009) where two large case study networks are redesigned to implement typical DMA design and to allow additional control and isolation of the system in order to improve water security. Beside general criteria given by the aforementioned guidelines (e.g. DMA size, network length), sectorization process should be driven by the case-specific criteria such as required number of feeds, fire flow regulations etc. A more formal approach to sectorization problem, that will enable investigation of alternative sectorization solutions for large WDNs, adopting local design criteria is presented within this research program. 
Sectorization method employed in this analysis is named DeNSE (Distribution Network Sectorization). It is developed at the University of Belgrade, Faculty of Civil Engineering (Vasilic, 2018). DeNSE sectorization method is based on newly developed uniformity index metrics (Vasilic et al., 2020) which drives the sectorization process and identifies clusters in the network. Originally, DeNSE method relies on common engineering heuristics for placement of flow meters and valves to create DMAs. Although being able to produce a good set of feasible sectorization solutions, using only engineering heuristics limits the search space of potential solutions. In this research DeNSE methodology has been further improved to include an optimization procedure to ensure finding (sub)optimal sectorization solution within the broader specter of feasible sectorization solutions. Least investment for field implementation and maintaining the same level of WDN’s operational efficiency are adopted as sectorization’s main design criteria.  Additional local design criteria, specific for the Amsterdam water distribution network, have been included also. These upgrades made to the original DeNSE method proved to be significant, which is confirmed by testing it on two real-life case studies which are part of Amsterdam WDN. Reported results prove that developed method can be used as a decision support methodology valuable to practicing engineers commencing implementation of sectorization strategy in WDN.
PB  - The University of Sheffield.
T2  - The University of Sheffield. Report.
T1  - Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam
DO  - 10.15131/shef.data.13415024.v1
ER  - 
@techreport{
author = "Vasilić, Željko and Ivetić, Damjan",
year = "2020",
abstract = "The subject of this report is presentation of abilities of sectorization algorithm to identify and create District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam. 
District Meter Area (DMA) is a distinct hydraulic area of the WDN, separated from the rest of the supply system by isolation valves and one or more metered inlets and outlets (Burrows et al., 2000). Sectorization of Water Distribution Network (WDN) into District Meter Areas (DMAs) is a proven measure for proactive leakage and pressure control. It is considered as the most cost-effective strategy for the control of real water losses. Setting up DMAs can be potentially useful even for water utilities that operate WDNs that do not suffer from high volumes of non-revenue water, such as Amsterdam city WDN operated by Waternet. For example, improved control of the contamination spreading can be considered as an additional significant benefit. Sectorization of WDN must be designed carefully, as required network interventions can endanger network’s reliability in terms of water supply and pressure distribution. 
Complexity of the real life WDN results in many different alternatives in which network sectorization can be done. Sectorization of WDN into an optimal system of DMAs is a hard task to achieve, especially for the existing and continuously operating WDNs. Every WDN is unique in its topology, characteristics and key sectorization objectives, so there is no common procedure for sectorization of WDN into DMAs, but rather a series of guidelines provided by the different water and other authorities (Butler, 2000; Farley, 2001; Morrison et al., 2007; WAA & WRC, 1985). Sectorization solutions are usually obtained by the “trial and error” technique conducted by a local expert, familiar with all the WDN specifics. Practical application of such approach is illustrated in Grayman et al. (2009) where two large case study networks are redesigned to implement typical DMA design and to allow additional control and isolation of the system in order to improve water security. Beside general criteria given by the aforementioned guidelines (e.g. DMA size, network length), sectorization process should be driven by the case-specific criteria such as required number of feeds, fire flow regulations etc. A more formal approach to sectorization problem, that will enable investigation of alternative sectorization solutions for large WDNs, adopting local design criteria is presented within this research program. 
Sectorization method employed in this analysis is named DeNSE (Distribution Network Sectorization). It is developed at the University of Belgrade, Faculty of Civil Engineering (Vasilic, 2018). DeNSE sectorization method is based on newly developed uniformity index metrics (Vasilic et al., 2020) which drives the sectorization process and identifies clusters in the network. Originally, DeNSE method relies on common engineering heuristics for placement of flow meters and valves to create DMAs. Although being able to produce a good set of feasible sectorization solutions, using only engineering heuristics limits the search space of potential solutions. In this research DeNSE methodology has been further improved to include an optimization procedure to ensure finding (sub)optimal sectorization solution within the broader specter of feasible sectorization solutions. Least investment for field implementation and maintaining the same level of WDN’s operational efficiency are adopted as sectorization’s main design criteria.  Additional local design criteria, specific for the Amsterdam water distribution network, have been included also. These upgrades made to the original DeNSE method proved to be significant, which is confirmed by testing it on two real-life case studies which are part of Amsterdam WDN. Reported results prove that developed method can be used as a decision support methodology valuable to practicing engineers commencing implementation of sectorization strategy in WDN.",
publisher = "The University of Sheffield.",
journal = "The University of Sheffield. Report.",
title = "Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam",
doi = "10.15131/shef.data.13415024.v1"
}
Vasilić, Ž.,& Ivetić, D.. (2020). Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam. in The University of Sheffield. Report.
The University of Sheffield...
https://doi.org/10.15131/shef.data.13415024.v1
Vasilić Ž, Ivetić D. Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam. in The University of Sheffield. Report.. 2020;.
doi:10.15131/shef.data.13415024.v1 .
Vasilić, Željko, Ivetić, Damjan, "Report on application of sectorization method for creation of District Meter Areas (DMAs) within the water distribution network of the city of Amsterdam" in The University of Sheffield. Report. (2020),
https://doi.org/10.15131/shef.data.13415024.v1 . .