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Приказ резултата 1-10 од 72
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 ...
Sizing and calibration of urban stormwater infiltration system in Belgrade / Dimenzionisanje i kalibracija sistema za infiltraciju kišnice na urbanom slivu u Beogradu
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2016)
This work shows a way to size and calibrate parameters of urban stormwater collection and treatment infiltration system. Its design allows collection of stormwater runoff events for a 2 year return period and infiltration ...
Marginal distributions for daily runoff series at representative profiles in Serbia / Marginalne raspodele dnevnih proticaja na reprezentativnim profilima u Srbiji
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2010)
Previous analyses (Radić & Mihailović, 2006, [8 i [9]) based on new methodology showed the advantages of complete 365 daily data sets analyses against monthly or characteristic daily data. Advantages were demonstrated for ...
Nitrate removal from water by biological denitrification / Uklanjanje nitrata iz vode za piće primenom biološke denitrifikacije
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2012)
Ground water pollution by nitrate from routine agricultural practices is a common and growing problem in the major agricultural areas of the world. The concentration of nitrates in these areas may exceed the maximal limited ...
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. ...
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 ...
Prikaz modela linijskog tečenja u koritu za veliku vodu zasnovanog na razmeni količine kretanja između glavnog korita i plavnih površina / Introduction to an exchange discharge model for compound channel flow modelling
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2015)
Cilj ovog rada je da se stručnoj javnosti prikaže model linijskog tečenja u koritu za veliku vodu koji do sada nije primenjivan u našoj inženjerskoj praksi. Reč je o modelu koji ima dvostruku namenu. Kada se raspolaže ...
Stepenasti preliv sa odbojnom gredom
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2010)
The stepped spillway with baffle as an overflow section of the small retention dams is presented. This is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin ...
Categories of reliability that should be analized during the planning and operation of water resources systems / Kategorije pouzdanosti koje se moraju proveravati tokom planiranja i korišćenja vodoprivrednih sistema
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2016)
From the standpoint of reliability - a key indicator of the probabilistic effectiveness of systems - water resources systems (WRS) belong to the class of the most sensitive system with multiple categories of reliability. ...