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Development of consistent design storms / Konsistentno određivanje računskih kiša
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2015)
Design storms are the basic input for hydrologic assessment and design of the flood control structures. Small and medium sized catchments with shorter concentration times require design storms of shorter, sub-daily, duration, ...
Internal stochastic structure of annual discharge time series of Serbia’s large rivers
(Serbian Water Pollution Control Society, Belgrade, 2014)
The internal structure of hydrologic processes is discussed in the paper. Time series of mean annual river discharges are assessed to determine their stationarity, trend and periodicity. The time series of annual discharges ...
Numerical modeling of water temperature changes in reservoir Celije / Modeliranje sezonskih promena temperature vode akumulacije Ćelije
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2013)
This paper presents the results of measurements and numerical modeling of water temperature changes in reservoir Celije in the period from April to October 2012. Reservoir Celije on the river Rasina, for many years attracts ...
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 ...
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 ...
Methodology for sequent depth estimation for converging stepped-chute stilling basins / Metodologija proračuna spregnutih dubina kod umirujućih bazena neprizmatičnih stepenastih brzotoka
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2016)
The influence of converging stepped spillways on the dimensions of the stilling basins for RCC dams was examined, based on the results of physical modeling, existing empirical expressions, and basic laws of fluid mechanics ...
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 ...
Procjena krive protoka u neprizmatičnom korotu za veliku vodu po metodi Ekersa i metodi razmjene količine kretanja – primjer rijeke Sane / Estimation of rating curve in non-prismatic compound channel using Ackers method and exchange discharge model – Sana River example –
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2023)
Već trideset godina razmatraju se mogućnosti za poboljšanje metoda za procjenu krive protoka u slučajevima kada se voda izlije iz glavnog korita na plavne površine. Tradicionalne metode zasnovane na podjeli korita za veliku ...
Numeričko modeliranje linijskih otvorenih tokova sa promenljivim rasporedom vegetacije / Numerical modelling of vegetated open-channel flows with arbitrary distribution of vegetation patches
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2023)
Sa hidrauličkog stanovišta, prostorni raspored vodene vegetacije u koritima i na obalama vodotoka je slučajan i nezavisan od karakteristika toka. Vegetacija svojim prisustvom pruža otpore kretanju vode i utiče na tran-sportne ...