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Приказ резултата 51-60 од 397
Can we use a simple modelling tool to validate stormwater biofilters for herbicides treatment?
(Taylor and Francis Ltd., 2018)
This study proposes a new stormwater biofilter validation approach, using a process-based model of micropollutant removal in stormwater biofilters. The model performance was assessed against in-situ challenge tests conducted ...
Annual and seasonal discharge prediction in the middle Danube River basin based on a modified TIPS (Tendency, Intermittency, Periodicity, Stochasticity) methodology
(De Gruyter Open Ltd, 2017)
The short-term predictions of annual and seasonal discharge derived by a modified TIPS (Tendency, Intermittency, Periodicity and Stochasticity) methodology are presented in this paper. The TIPS method (Yevjevich, 1984) is ...
Optimization of water allocation from a multipurpose reservoir / Efekti primene pravila upravljanja pri raspodeli vode iz višenamenske akumulacije
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2008)
The ever increasing water demand in conditions of divergent variability of both natural flows and water requirements can only be met by finding new water sources, combined with the building of new water storage reservoirs. ...
Planning and Suitability Assessment of Large-scale Nature-based Solutions for Flood-risk Reduction
(Water Resources Management, 2021)
Adverse effects of climate change are increasing around the world and the floods are
posing significant challenges for water managers. With climate projections showing
increased risks of storms and extreme precipitation, ...
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 ...
Simulation of transcritical flow in pipe/channel networks
(ASCE - American Society of Civil Engineers, 2004)
Using finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical ...
SSIMS-FLOW: Alat za procenu protoka u otvorenim tokovima na osnovu polja površinskih brzina iz video zapisa sa lakih bespilotnih letilica / SSIMS-FLOW: Flow Rate Estimation Tool Using Surface Velocity Imagery From Unmanned Aerial Vehicles
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2022)
Merenje protoka u otvorenim kanalima često je dugotrajan, invazivan, složen i skup poduhvat, koji neretko uključuje veći broj naročito obučenih rukovaoca opremom, i različite naknadne obrade podataka sa terena. Razvoj ...
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 ...
Etaloniranje merne neodređenosti ravnih EM senzora
(Udruženje za tehnologiju vode i sanitarno inženjerstvo, Beograd, 2018)
Da bi se ostvarilo efikasno upravljanje hidrotehničkim sistemima neophodno je poznavati podatak o protoku. Merenje protoka u tokovima sa slobodnom površinom je generalno komplikovan zadatak koji zahteva znanja iz hidraulike ...
Uncertainty reduction in water distribution network modelling using system inflow data
(Urban Water Journal, 2009)
In water distribution network (WDN) modelling, nodal demand is the sum of flows taken by users associated with a computational node. User demands are not fixed in time; rather they are stochastic. Hence, nodal demand is a ...