Search
Now showing items 1-10 of 216
Jedan primer procene nenaplaćene vode na osnovu rezultata provere tačnosti vodomera nakon demontaže
(Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd, 2015)
Tailwater Influence on the Hydrodynamic Pressures in the Stilling Basin / Uticaj nivoa donje vode na hidrodinamičke pritiske u slapištu
(Građevinski fakultet, Subotica, 2014)
This paper analyzes the hydrodynamic loads acting on the bottom and walls of a stilling basin, based on the pressure measurements at the selected points of a scale model. For different degrees of the hydraulic jump immersion, ...
Dekompozicija vodovodne mreže primenom WatNC algoritma
(Univerzitet u Beogradu, Građevinski fakultet, Beograd, 2016)
Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study
(Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-, 2019)
The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental ...
Promena kvaliteta vode u distributivnoj mreži u zavisnosti od uslova mešanja u rezervoaru
(Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd, 2014)
O potrebi sistematskih primenjenih hidrogeoloških i inženjersko-geoloških istraživanja u kontekstu održivog razvoja Srbije
(Srpsko geološko društvo,, 2016)
Uncertainties in stream gauging discharge measurements / Neizvesnosti u rezultatima hidrometrijskih merenja protoka
(Građevinski fakultet Subotica, Subotica, 2015)
Goethite nanoparticles impregnated cross-linked macroporous polymer for arsenic removal: fullscale system modeling
(Abstracts of Papers of the American Chemical Society, 2015)
Scale Modelling of the RCC Dam with Stepped Spillway / Hidraulička modelska ispitivanja brane sa stepenastim brzotokom
(Građevinski fakultet, Subotica, 2014)
Design of an RCC (roller-compacted concrete) dam had been verified using a scale model. The scale of the model was 1:40 and hydraulic parameters were scaled using Froude similarity. The aim of investigations were flood ...