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Measurements on lake Zavoj for the purpose of water quality management and control / Merenja na jezeru Zavoj u cilju praćenja i upravljanja kvalitetom vode
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2008)
Eutrofication represents a serious limiting factor in a various utilization of water from reservoirs. In order to recognize driving processes in a lake 'Zavoj', near Pirot, a comprehensive measurement campaign has been ...
Management of water losses in water supply systems: Book concept / Upravljanje gubicima vode u vodovodnim sistemima - koncept knjige
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2006)
Late autmn bloom of potentialy toxic cyanobacteria Planktothrix rubescens in the multipurpose Vrutci reservoir / Jesenje cvetanje potencijalno toksične cijanobakterije Planktothrix rubescens u višenamenskoj akumulaciji Vrutci
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2014)
In December 2013th, the multipurpose Vrutci reservoir was the scene of potentially toxic cyanobacteria Planktothrix rubescens bloom. This paper presents the results of water quality field measurements that were conducted ...
Algorithm for water distribution network segmentation using existing isolation valves / Algoritam za segmentaciju vodovodne mreže pomoću postojećih izolacionih zatvarača
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2014)
Dividing a complex water distribution network (segmentation) on smaller zones, with defined entry and exit points, is a precondition for better water loss management. In order to obtain these zones, often called District ...
Model generator of water consumption and hydraulic simulation model in water supplying network / Model generator potreba za vodom i hidraulički simulacioni model vodovodne mreže
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2007)
Research and development of random sampling procedures in creating model generator of water demand time patterns is shown. Also a composite package combining stochastic nature of water demand and hydrodynamic simulation ...
Technical guidelines for fire water supply from public waterworks / Tehničke smernice za obezbeđivanje protivpožarne vode iz javnih vodovodnih sistema
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
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. ...
Display of general solutions for disposal of waste and storm waters in the villages Blace and Brus / Prikaz generalnih rešenja odvođenja upotrebljenih i kišnih voda naselja Brus i Blace
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2013)
This paper presents a general solutions for disposal of waste and atmospheric waters in the villages Blace and Brus, which were prepared under the IPA III component PPF4 - Project Preparation Facility 4, IPA 2010. Legislation ...
The Belgrade sewage water quality parameters database development / Razvoj baze podataka parametara kvaliteta vode u Beogradskoj kanalizaciji
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2008)
In this paper the relational database development that represent the advanced solution for the Belgrade sewage water quality parameters warehousing is presented. Database is adjusted to the specific needs of the data ...
Analytical optimization method for water supply systems modeling / Analitička optimizaciona metoda u modeliranju vodovodnih sistema
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2007)
The consequence of an uncertainty of water supply systems models’ parameters is the discrepancy between simulation results and measurement data. The best values of parameters that can be obtained from available measurement ...
Water losses reduction by managing operational pressure / Upravljanje radnim pritiskom u cilju smanjenja gubitaka
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2007)
Managing operational pressure is essential for effective reduction of water losses, so system operation is directed towards its maximum reduction with fulfilling the demand of each customer. With this objective, the variable ...