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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 ...
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 ...
Sewer outlets impact on Topciderka river water quality / Uticaj kanalizacionih ispusta na kvalitet vode Topčiderske reke
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2007)
In this paper impact of sewer outlets on water quality of Topciderka river has been presented. Water quality model has been developed as a joint of two standard software packages: HecRAS and QUAL2E. HecRAS, as supporting ...
Design of supplementary water tank 'Julino brdo' - Belgrade / Kompenzacioni rezervoar 'Julino brdo' - Beograd
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2004)
The supplementary water tank “Julino Brdo”- Belgrade has been planed in order to provide water supply of the very centre of Belgrade during the accident situations. In the first phase two of the three water tanks are going ...
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 ...
Urban drainage simulation model sensitivity analysis on runoff control elements / Analiza osetljivosti elemenata za kontrolu oticaja u simulacionom modelu kišne kanalizacije urbanog sliva
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2012)
In current design practice, regardless if classic or sustainable drainage concept approach is applied in modeling of rainfall-runoff process, various drainage elements are used (gullies, catch basins, grates or slotted ...
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 ...