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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 ...
A new methodology for flood damage assessment in urban areas / Nova metodologija za procenu šteta usled plavljenja urbanih površina
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
Urban flooding caused by extreme rainfall events is becoming considerably more frequent and more destructive. Thus, enhanced models to predict accurately flood magnitude and location are of paramount importance. These ...
Validation of hydro-environmental data / Validacija podataka hidrotehničkih procesa
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
The knowledge about hydraulic and hydrologic processes is based on the monitoring of environmental and technical systems where they take place. The result of monitoring are the data that can be transformed into some useful ...
One example of creating flood risk maps in Serbia / Jedan primer kartiranja rizika od poplava u Srbiji
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2014)
This paper deals with problems of creating flood risk maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard and flood risk maps for municipality ...
The effect of land use schematization on result of surface runoff modeling with the example of Miljakovac catchments / Analiza uticaja nepoznavanja namene površina na rezultate simulacije modela kišnog oticaja na primeru Miljakovac
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2005)
Experimental catchments Miljakovac has been used in 1980-es for field studies of rainfall-runoff processes. The most accurate analysis of flow in storm sewer systems can be achieved when there is a land use map defined in ...
Modeliranje koncentracije hlora u južnom Beogradskom prigradskom distributivnom sistemu - pravac Lipovica Dražanovac
(Voda i sanitarna tehnika, 2015)
Hydraulic model study of turbulent flow measurement in sewer pipes conjunction / Hidraulička modelska ispitivanja merenja protoka na spoju kolektora sa silovitim tečenjem
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
This paper presents capabilities and benefits of use of physical models for flow analysis in large sewer pipes and conjoining objects. A group of objects pertaining to the Belgrade Sewer System is modeled and results are ...