Antonija Harasti

Morphodynamic assessment of the Sava River’s critical navigational section

Variation of the flow field over the scour hole

Quadrant analysis of flow structures downstream of a bridge pier protected with riprap

Primjena indirektnih metoda za mjerenje nanosa

Analysis of experimental flow velocity data under mobile bed conditions next to bridge pier

Obrada eksperimentalnog profila brzine za rubne uvjete Q1d2

Obrada eksperimentalnog profila brzine za rubne uvjete Q2d2

Numerical study of scour hole development downstream of riprap protected bridge piers

Obrada eksperimentalnog profila brzine za rubne uvjete Q1d1

Obrada eksperimentalnog profila brzine za uvjete granične brzine toka

Analysis of flow velocity profile for immobile bed condition next to bridge pier protected with riprap

Monitoring stanja korita vodotoka u zoni mostova

Temporal development of the scour hole next to the riprap sloping structure

Changes in flow field next to riprap sloping structure caused by variability of scoured bathymetry

Influence of different numerical setups on scour pattern at the initial scour stage next to bridge pier protected with riprap

Obrada eksperimentalnog profila brzine za uvjete pokretnog dna

Scour around riprap protected piers: a numerical assessment of the effect of bed roughness

Calibration and Verification of Operation Parameters for an Array of Vectrino Profilers Configured for Turbulent Flow Field Measurement around Bridge Piers—Part II

Analysis of Variables Influencing Scour on Large Sand-Bed Rivers Conducted Using Field Data

Dimenzioniranje bočnog preljeva na akumulaciji za navodnjavanje

Experimental study of turbulent kinetic energy of flow over scoured riverbed

Obrada eksperimentalnog profila brzine za uvjete nepokretnog dna

Simulation of equilibrium scour hole development around riprap sloping structure using the numerical model

A User’s Perspective on Bedload Sampler’s Field Deployment

Idejni projekt regulacije rijeke Save od rkm 461+607 do rkm 464+287

Verification of the pier scour development in the experimental environment

Bedload sediment transport measurement dependence on the sampler orientation

Principal Component Analysis in development of empirical scour formulae

Calibration and Verification of Operation Parameters for an Array of Vectrino Profilers Configured for Turbulent Flow Field Measurement around Bridge Piers—Part I

Scour Monitoring System

Scaling approach for physical modelling of pier scour

Scour at Bridge Piers Protected by the Riprap Sloping Structure: A Review

DrainCAN—A MATLAB Function for Generation of a HEC-RAS-Compatible Drainage Canal Network Model

Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem

ScourBuoy – concept for scour monitoring system

Istraživački okvir projekta R3PEAT - daljinsko praćenje erozije riprap zaštite od podlokavanja na velikim rijekama u stvarnom vremenu

Praćenje morfoloških promjena u svrhu osiguranja plovnosti na ušću rijeke Drave

Sediment transport modelling of the Drava River confluence

Remote Real-time Riprap Protection Erosion AssessmenT on large rivers

Nomogrami za proračun funkcionalnosti tehničkih ribljih staza na malim pragovima

Sensitivity analysis of empirical equations applicable on bridge piers in sand-bed rivers

Lučni riječni pragovi

Funkcionalnost ribljih staza

Utjecaj oblika usmjerivača toka na polje brzine u dovodnom kanalu

Experimental investigation of flow field in a physical fishway model

Pregled postojećeg stanja znanja u istraživanju razvoja odbačene kaverne uz riprap zaštitu

Pristup istraživanju prostornog i vremenskog razvoj odbačene kaverne uz riprap zaštitu od podlokavanja

Hidrauličko oblikovanje dovodnog kanala male hidroelektrane