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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 ...
The Belgrade waste water system during severe rainfall / Beogradski kanalizacioni sistem u uslovima ekstremnih padavina
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
The Belgrade waste water system started being built more than 100 years ago. It is getting larger in accordance to urban development aimed at collecting most of waste water including rainfall runoff and communal and ...
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 ...
Rainfall runoff drainage and traffic safety in urban conditions / Odvođenje kišnog oticaja u gradovima i sigurnost saobraćaja
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
The paper discusses the possibilities to evaluate the effects of applying different criteria for design of surface drainage systems on the reliability of these systems. The reliability is expressed using the safety faktor ...
Uncertainty of infrastructure leakage index (ILI) / O neodređenosti infrastruktuknog indeksa gubitaka - ILI
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2014)
In many water systems, especially in developing countries, data on the elements of the system, flow measurements and water consumption have great uncertainty. This uncertainty in the further calculations is propagated to ...
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. ...
Osnove za unapređenje upravljanja u sektoru voda u Srbiji
(Voda i sanitarna tehnika, 2016)
The pressurized pipelines: The risk of bidirectional fluid exchange with the environment / Cevovodi pod pritiskom i rizik od razmene fluida sa okolinom
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
The pressurized pipeline fluid transport is supposed to be cheap, reliable and efficient. If buried, pipelines are hard observable by means of leaks, minor cracks and asset damages. These phenomena can influence both the ...
Combined sewer overflow and dilution in urban drainage / O rasteretnim prelivima i razblaženju u kanalisanju
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2006)
It is a well established practice in Serbia within the design of sewer systems to adopt the so called required dilution as a criterion for design of combined sewer overflows (CSOs). This required dilution is defined as the ...
Storm water quality management / Upravljanje vodama kišnog oticaja
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2013)
The infrastructure added during the and development and urbanisation process is designed to collect precipitation and convey it out of the watershed, such as streams and rivers. The quality of surface water seepage water ...