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Planiranje i razvoj integralnih vodoprivredenih sistema prema načelima ključnih direktiva o vodama EU - na primeru reke Vrbas u Republici Spskoj
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2019)
Na području Republike Srpske i Bosne i Hercegovine integralni vodoprivredni sistemi su djelimično ili veoma slabo razvijeni. Procenat realizovanih sistema je značajno manji od iskazanih vodoprivrednih potreba i očekivanih ...
Introduction to an exchange discharge model for compound channel flow modelling / Prikaz modela linijskog tečenja u koritu za veliku vodu zasnovanog na razmeni količine kretanja između glavnog korita i plavnih površina
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2015)
This paper aims at introducing a novel approach to 1D compound channel flow modelling to the Serbian hydraulic engineering community. To this aim an Exchange Discharge Model (EDM) is presented, first. The model can be used ...
Water mixing in reservoir and water age in the distribution network modelling / Modeliranje mešanja vode u rezervoaru i starosti u distributivnoj mreži
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2014)
The main role of reservoirs is to store the water for periods when consumption is higher then water production, thus increasing the reliability of system. However, the water storage can also lead to water aging, and its ...
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 ...
Applicability of the HEC-HMS model for continuous runoff simulations / Mogućnosti za primenu modela HEC-HMS za kontinualne hidrološke simulacije
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2014)
To examine the applicability of the HEC-HMS software for continuous runoff simulations, efficiencies of three different HEC-HMC models are assessed. The first and the second models are lumped ones, based on deficit and ...
Problems in creating flood hazard maps / Problemi pri izradi karata ugroženosti od poplava
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2014)
This paper deals with problems of creating flood hazard maps, considering methodology and problems of its implementation in practice. A case study, pertaining to production of flood hazard maps for municipality Čačak in ...
Calculation of stone sill overflowing during low discharges / Proračun prelivanja kamenog praga u rečnom koritu pri malim vodama
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2010)
This paper is inspired by a stone sill designed in the channel of the Velika Morava river (near Markovački bridge, Serbia), in order to ensure water supply of the Thermal Power Plant 'Morava' during low flows, and to ...
Putevi i zaštita vodnih resursa od zagadjenja
(Put i saobraćaj, 2017)
Effect of bed elevation discordance on momentum-flux from tributary flow and parameter values in 1d confluence models / Uticaj podvodnih kaskada na raspored protoka količine kretanja na ušću i vrednosti parametara u linijskim modelima ušća
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2016)
Bathymetric surveys in confluences of both alluvial and mountaneous rivers have shown that a bed step at a tributary entrance to the confluence is a common morphological feature and that it may also develop in the main-river. ...