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Приказ резултата 21-30 од 108
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 ...
Corrosion of an archaeological find from the Roman period in Serbia / Korozija arheoloških eksponata iz rimskog perioda u Srbiji
(Inženjersko društvo za koroziju, Beograd, 2012)
The degree of preservation of iron artifacts depends on the type of underground environment and the type of corrosion products formed on their surface. This paper analyses the conditions of an archaeological find made of ...
Estimation of riverbed clogging layer filtration characteristics based on aquifer pumping test / Procena filtracionih karakteristika kolmirajućeg sloja rečnog dna na osnovu rezultata testa probnog crpljenja
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2017)
Design of drainage wells is one of the most commonly used methods for groundwater dewatering where number of required wells and their capacity has to be designed. Asside the aquifer filtration properties, river water level ...
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 ...
Instability analysis of the air-water flow in porous medium / Analiza pojave nestabilnosti kod dvofaznog strujanja u poroznoj sredini
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
The paper deals with modeling of two phase (water-air) flow in coarse porous medium, where, after reaching some air velocity, instability of the flow occurs. Firstly, a linear stability analysis has been conducted for ...
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 ...
Validation of hydro-environmental data / Validacija podataka hidrotehničkih procesa
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
The knowledge about hydraulic and hydrologic processes is based on the monitoring of environmental and technical systems where they take place. The result of monitoring are the data that can be transformed into some useful ...
A new methodology for flood damage assessment in urban areas / Nova metodologija za procenu šteta usled plavljenja urbanih površina
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2010)
Urban flooding caused by extreme rainfall events is becoming considerably more frequent and more destructive. Thus, enhanced models to predict accurately flood magnitude and location are of paramount importance. These ...
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 ...
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 ...