Antonija Harasti

Morphodynamic assessment of the Sava River’s critical navigational section

Variation of the flow field over the scour hole

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

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

Monitoring stanja korita vodotoka u zoni mostova

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

Obrada eksperimentalnog profila brzine za rubne uvjete Q2d2

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

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 pokretnog dna

Obrada eksperimentalnog profila brzine za uvjete granične brzine toka

Obrada eksperimentalnog profila brzine za rubne uvjete Q1d2

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

Primjena indirektnih metoda za mjerenje nanosa

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

Dimenzioniranje bočnog preljeva na akumulaciji za navodnjavanje

Obrada eksperimentalnog profila brzine za uvjete nepokretnog dna

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

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

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

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

Experimental study of turbulent kinetic energy of flow over scoured riverbed

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

Principal Component Analysis in development of empirical scour formulae

Bedload sediment transport measurement dependence on the sampler orientation

Scour Monitoring System

Verification of the pier scour development in the experimental environment

Scaling approach for physical modelling of pier scour

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

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

Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem

ScourBuoy – concept for scour monitoring system

Remote Real-time Riprap Protection Erosion AssessmenT on large rivers

Praćenje morfoloških promjena u svrhu osiguranja plovnosti na ušću rijeke Drave

Nomogrami za proračun funkcionalnosti tehničkih ribljih staza na malim pragovima

Sediment transport modelling of the Drava River confluence

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

Utjecaj oblika usmjerivača toka na polje brzine u dovodnom kanalu

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

Lučni riječni pragovi

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

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

Experimental investigation of flow field in a physical fishway model

Funkcionalnost ribljih staza

Hidrauličko oblikovanje dovodnog kanala male hidroelektrane