Kolaković, Srđan

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  • Kolaković, Srđan (2)
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Technical guidelines for fire water supply from public waterworks

Stipić, Matija; Prodanović, Dušan; Kolaković, Srđan

(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)

TY  - JOUR
AU  - Stipić, Matija
AU  - Prodanović, Dušan
AU  - Kolaković, Srđan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/311
AB  - In many European countries as well as in America there is no current common legislation requiring that public waterworks provide fire flows. Most public water supply systems provide fire water services to their community. In our country public waterworks do not have any decrees, regulations or technical norms either at state or local levels regarding fire flow supply from the public water supply system. Criteria for providing fire water and their classification are analyzed in this paper. Guidelines are recommended based on the determined parameters and criteria to improve the fire water supply from public distribution water systems. Recommended Technical guidelines are in compliance with the new Fire Prevention Act [19].
AB  - U mnogim evropskim zemljama i Americi trenutno nema jedinstvenih zakona koji od javnih vodovodnih kompanija zahtevaju da obezbede protivpožarne protoke. Većina javnih vodovodnih sistema pruža protivpožarne usluge zajednici koju opslužuju. U našoj zemlji javna vodovodna preduzeća ne poseduju uredbe, propise i tehničke normative u vezi sa obezbeđenjem protivpožarnog protoka iz javnog vodovodnog sistema, kako na državnom tako i na lokalnom nivou. U radu je prikazan predlog tehničkih smernica-preporuka za poboljšanje obezbeđivanja vode za protivpožarne potrebe iz javnih vodovodnih distributivnih sistema. Predlog tehničkih smernica je usaglašen sa novim Zakonom o zaštiti od požara.
PB  - Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd
T2  - Voda i sanitarna tehnika
T1  - Technical guidelines for fire water supply from public waterworks
T1  - Tehničke smernice za obezbeđivanje protivpožarne vode iz javnih vodovodnih sistema
EP  - 34
IS  - 3
SP  - 27
VL  - 40
UR  - https://hdl.handle.net/21.15107/rcub_grafar_311
ER  - 
@article{
author = "Stipić, Matija and Prodanović, Dušan and Kolaković, Srđan",
year = "2010",
abstract = "In many European countries as well as in America there is no current common legislation requiring that public waterworks provide fire flows. Most public water supply systems provide fire water services to their community. In our country public waterworks do not have any decrees, regulations or technical norms either at state or local levels regarding fire flow supply from the public water supply system. Criteria for providing fire water and their classification are analyzed in this paper. Guidelines are recommended based on the determined parameters and criteria to improve the fire water supply from public distribution water systems. Recommended Technical guidelines are in compliance with the new Fire Prevention Act [19]., U mnogim evropskim zemljama i Americi trenutno nema jedinstvenih zakona koji od javnih vodovodnih kompanija zahtevaju da obezbede protivpožarne protoke. Većina javnih vodovodnih sistema pruža protivpožarne usluge zajednici koju opslužuju. U našoj zemlji javna vodovodna preduzeća ne poseduju uredbe, propise i tehničke normative u vezi sa obezbeđenjem protivpožarnog protoka iz javnog vodovodnog sistema, kako na državnom tako i na lokalnom nivou. U radu je prikazan predlog tehničkih smernica-preporuka za poboljšanje obezbeđivanja vode za protivpožarne potrebe iz javnih vodovodnih distributivnih sistema. Predlog tehničkih smernica je usaglašen sa novim Zakonom o zaštiti od požara.",
publisher = "Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd",
journal = "Voda i sanitarna tehnika",
title = "Technical guidelines for fire water supply from public waterworks, Tehničke smernice za obezbeđivanje protivpožarne vode iz javnih vodovodnih sistema",
pages = "34-27",
number = "3",
volume = "40",
url = "https://hdl.handle.net/21.15107/rcub_grafar_311"
}
Stipić, M., Prodanović, D.,& Kolaković, S.. (2010). Technical guidelines for fire water supply from public waterworks. in Voda i sanitarna tehnika
Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd., 40(3), 27-34.
https://hdl.handle.net/21.15107/rcub_grafar_311
Stipić M, Prodanović D, Kolaković S. Technical guidelines for fire water supply from public waterworks. in Voda i sanitarna tehnika. 2010;40(3):27-34.
https://hdl.handle.net/21.15107/rcub_grafar_311 .
Stipić, Matija, Prodanović, Dušan, Kolaković, Srđan, "Technical guidelines for fire water supply from public waterworks" in Voda i sanitarna tehnika, 40, no. 3 (2010):27-34,
https://hdl.handle.net/21.15107/rcub_grafar_311 .

Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study

Stipić, Matija; Prodanović, Dušan; Kolaković, Srđan

(2009)

TY  - JOUR
AU  - Stipić, Matija
AU  - Prodanović, Dušan
AU  - Kolaković, Srđan
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/268
AB  - Water supply systems are commonly used to supply fire-fighting water in most EU countries. To provide fast access to water, the standard practice is to install a huge number of hydrants along the entire water supply network. Pipe diameters and working pressures in the network are designed for a combination of the maximum hourly water demand and fire-fighting needs. However, in poorly managed water supply systems most of the hydrants are out of order. Although hundreds of hydrants exist in the network, the reality is that fire water tankers are usually refilled at just a few locations that are equipped with reliable hydrants maintained by the fire brigades. This paper presents a somewhat different approach for the provision of fire-fighting water. The approach discussed in the paper is based on the concept being introduced in the city of Novi Sad, Serbia, by cooperative efforts of the municipal Water Supply and Sewerage Company and the fire-fighting service. In addition to presenting the experience gained in the case study, some generic conclusions are drawn. As an alternative to having a number of unreliable and small hydrants distributed throughout the network, the new concept proposes the construction of several strategically positioned filling stations, with high-flow-rate pillar hydrants and good access roads for the manoeuvering of fire water tankers. If properly designed and distributed around the city, such filling stations would increase the reliability of fire-fighting operations. The filling stations' design methodology presented in this paper is composed of a fire-risk spatial assessment, a hydraulic check of water supply network operations and a worst-case traffic load analysis. By employing the proposed methodology, not only can the reliability of fire-fighting operations be increased, but if accepted and implemented the methodology can lead to leakage reduction and improvements in water quality and the system's energy efficiency. In the test case of Novi Sad, a large number of hydrants were replaced by 14 filling stations that have been designed and constructed. A hydraulic model of the water supply network was calibrated using pressure-drop tests and flow capacity measurements of the existing hydrants. The model was used to examine the performance of the designed filling stations during their parallel operation. The paper presents the results of the test application and recommendations for the possible implementation of the concept.
T2  - Urban Water Journal
T1  - Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study
EP  - 181
IS  - 2
SP  - 169
VL  - 6
DO  - 10.1080/15730620802541649
ER  - 
@article{
author = "Stipić, Matija and Prodanović, Dušan and Kolaković, Srđan",
year = "2009",
abstract = "Water supply systems are commonly used to supply fire-fighting water in most EU countries. To provide fast access to water, the standard practice is to install a huge number of hydrants along the entire water supply network. Pipe diameters and working pressures in the network are designed for a combination of the maximum hourly water demand and fire-fighting needs. However, in poorly managed water supply systems most of the hydrants are out of order. Although hundreds of hydrants exist in the network, the reality is that fire water tankers are usually refilled at just a few locations that are equipped with reliable hydrants maintained by the fire brigades. This paper presents a somewhat different approach for the provision of fire-fighting water. The approach discussed in the paper is based on the concept being introduced in the city of Novi Sad, Serbia, by cooperative efforts of the municipal Water Supply and Sewerage Company and the fire-fighting service. In addition to presenting the experience gained in the case study, some generic conclusions are drawn. As an alternative to having a number of unreliable and small hydrants distributed throughout the network, the new concept proposes the construction of several strategically positioned filling stations, with high-flow-rate pillar hydrants and good access roads for the manoeuvering of fire water tankers. If properly designed and distributed around the city, such filling stations would increase the reliability of fire-fighting operations. The filling stations' design methodology presented in this paper is composed of a fire-risk spatial assessment, a hydraulic check of water supply network operations and a worst-case traffic load analysis. By employing the proposed methodology, not only can the reliability of fire-fighting operations be increased, but if accepted and implemented the methodology can lead to leakage reduction and improvements in water quality and the system's energy efficiency. In the test case of Novi Sad, a large number of hydrants were replaced by 14 filling stations that have been designed and constructed. A hydraulic model of the water supply network was calibrated using pressure-drop tests and flow capacity measurements of the existing hydrants. The model was used to examine the performance of the designed filling stations during their parallel operation. The paper presents the results of the test application and recommendations for the possible implementation of the concept.",
journal = "Urban Water Journal",
title = "Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study",
pages = "181-169",
number = "2",
volume = "6",
doi = "10.1080/15730620802541649"
}
Stipić, M., Prodanović, D.,& Kolaković, S.. (2009). Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study. in Urban Water Journal, 6(2), 169-181.
https://doi.org/10.1080/15730620802541649
Stipić M, Prodanović D, Kolaković S. Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study. in Urban Water Journal. 2009;6(2):169-181.
doi:10.1080/15730620802541649 .
Stipić, Matija, Prodanović, Dušan, Kolaković, Srđan, "Rationalisation and reliability improvement of fire-fighting systems - the Novi Sad case study" in Urban Water Journal, 6, no. 2 (2009):169-181,
https://doi.org/10.1080/15730620802541649 . .
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