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Приказ резултата 181-190 од 232
Statistical analysis of the short duration rainfall by the annual maxima method / Statistička analiza maksimalnih kratkotrajnih kiša metodom godišnjih ekstrema
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2010)
The analysis of short duration rainfall for one rain gauge station is presented in the paper. The most commonly used theoretical probability distributions are considered as regards the domain of their applicability. The ...
Corroded scale analysis from water distribution pipes / Analiza korozionih ljuski u vodovodskim cevima
(Savez hemijskih inženjera, Beograd, 2011)
The subject of this study were the steel pipes that are part of Belgrade's drinking water supply network. In order to investigate the mutual effects of corrosion and water quality, the corrosion scales on the pipes were ...
Stepped spillway flow: Comparison of numerical and scale models / Strujanje u stepenastom brzotoku - poređenje rezultata fizičkog i numeričkog modela
(Univerzitet u Beogradu - Mašinski fakultet, Beograd, 2014)
This paper deals with flow modelling of the stepped spillway for the Bogovina dam. The analysis was conducted using three approaches: scalemodelling, empirical equations and numerical modelling. An acceptable agreement was ...
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 ...
Peaks over threshold method: One stochastic model for flood volumes / Metoda pikova - jedan stohastički model zapremina prekoračenja
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2014)
Peaks-over-threshold method (POT) is the way for analysis of the stochastic structure of extreme hydrological events. For a chosen base flow and for characteristic value obtained form partial hydrographs, the POT method ...
Numerička simulacija strujnog polja u blizini vodozahvata / Numerical simulation of the flow field in the vicinity of an intake structure
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2010)
Rad govori o mogućnostima analize strujnog polja u okolini ulaznih građevina pomoću modela ravanskog i prostornog tečenja. Pokazano je da se numeričkim modelima mogu efikasno odrediti hidrauličke i psamološke karakteristike ...
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. ...
Enhanced DEM-based flow path delineation methods for urban flood modelling
(IWA Publishing, 2013)
In order to simulate surface runoff and flooding, one-dimensional (1D) overland flow networks can be automatically delineated using digital elevation models (DEM). The resulting network comprises flow paths and terrain ...
Numerical simulation of 3D flow in right-angled confluences with bed elevation discordance in both converging channels
(Elsevier, 2016)
The paper studies a combined effect of bed steps (BS) in both converging channels on the 3D flow in a confluence with α = 90o. Nine combinations of bed elevation discordance ratio values in the two channels are analysed. ...
Shaft spillway with deflector downstream of vertical bend
(Thomas Telford Services Ltd, 2014)
This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using ...