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Prikaz rezultata 31-40 od 46
2D modelling of water quality in bays / Modeliranje kvaliteta vode u zalivu primenom modela ravanskog tečenja
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2007)
Contamination of river waters in terms of scale, intensity, and duration cause such severe problems that application of conventional engineering methods for environmental remediation projects is no longer adequate, and ...
Contracting-expanding chute numerical modelling / Numeričko modeliranje brzotoka pri promeni pravca zida kanala
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2005)
Two-dimensional (2D) open-channel flow models for contracting and expanding chutes are developed. TVD McCormack and TVD MUSCL method have been used to facilitate an easy-to-use code. The performances of the numerical models ...
Određivanje garantovanih ekoloških protoka
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, 2000)
Jedna od ključnih projektnih odluka pri planiranju akumulacija je koliki garantovani ekološki protok odabrati, kao obavezno ispuštanje iz akumulacije. Na bazi analize metoda koje se koriste u svetu za određivanje tog ...
Stochastic approach to flood damage assessment / Stohastički pristup u određivanju šteta od poplava
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2008)
This article deals with deterministic and stochastic approaches to assess the expected annual flood damages. Each approach is illustrated by a case study pertaining to floods at different sections of the Tamnava river in ...
An example of hydraulic controllability improvement in water treatment plant / Jedan primer poboljšanja hidrauličke upravljivosti sistema za prečišćavanje vode
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2004)
Water treatment plant "Štrand" consists of 24 filtration fields placed in two filtering plants, "Old" and "New". Filtering plants are supplied with water from two aeration tanks by pressurized pipeline. Present state of ...
Numerička simulacija hidrauličkih posledica havarija brana na pepelištima / Numerical simulation of hydraulic consequences of dam failures on coal-ash disposal sites
(Srpsko društvo za odvodnjavanje i navodnjavanje, 2003)
Cilj numeričke simulacije hidrauličkih posledica havarija brana na pepelištimaje dase definiše područje ugroženo plavljenjem, sagledaju mogućnosti blagovremenog upozorenja stanovništva na tom području i preduzmu odgovarajuće ...
Numerical modeling of a steep chute with curvature in plane / Numeričko modeliranje brzotoka u krivini
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2005)
Two-dimensional (2D) open-channel flow models for a steep chute with curvature in plane are developed. TVD McCormack and TVD MUSCL method have been used to facilitate an easy-to-use code. The performances of the numerical ...
Estimating the capacity of double side-channel spillways / Procena propusne moći dvostrukog bočnog preliva
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2009)
A double side-channel spillway consists of two spillways, with channels joining into a common single branch, noting that for some specific site conditions such arrangements may suit better than the conventional one-side-channel ...
Calculation of chemical doses for water stabilization / Proračun doza kemikalija za stabilizaciju vode
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2006)
In the paper the authors deal with the problem of determining the aggressiveness of water in some of our reservoirs, such as "Zlatibor", "Gruža", and "Barje". This is very important because the aggressive water causes many ...
Large Scale Particle Image Velocimetry: Measuring urban runoff / Large Scale Particle Image Velocimetry - merenje urbanog oticaja
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2006)
Measuring velocities and discharge in the field is well established hydrologic discipline essential for observing and studying the hydrological processes. Small discharges formed on urban areas during rain events are usually ...