Conference Agenda

Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).

 
 
Session Overview
Session
THEME D: Numerical and Experimental Methods - Sediment dynamics
Time:
Thursday, 06/June/2024:
1:30pm - 3:00pm

Session Chair: Donatella Termini
Session Chair: Francisco Eduardo Sancho
Location: Room 5

max 50 pax

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Presentations
Oral presentation

Hydraulic resistance of near-natural floodplain vegetation: A dataset for validating numerical models using a laboratory scale model

Frederik Folke1, Jochen Aberle2

1Federal Waterways Engineering and Research Institute, Germany; 2Leichtweiß-Institute for Hydraulic Engineering and Water Resources, Technische Universität Braunschweig



Oral presentation

Sediment Scaling Effects in Physical Modelling on erosional and depositional Patterns

Jakob Johannes Siedersleben, Marco Schuster, Stefan Achleitner, Markus Aufleger

University of Innsbruck, Austria



Oral presentation

Microplastic particles in cohesive sediment mixtures as an additional factor influencing erosion

Stefan Haun, Maria Ponce, Naung Naung Htun, Silke Wieprecht

University of Stuttgart, Germany



Oral presentation

On the Performance Assessment of Hydro-Morphodynamic Models: Fuzzy Logic versus Subjective Correlation

Sebastian Schwindt, Paul Jacques Grigull, Beatriz Negreiros, Stefan Haun

Institute for Modelling Hydraulic and Environmental Systems (IWS), University of Stuttgart, Germany



Oral presentation

Granular cooling of uni-sized particles during jamming process

Solange Valente Mendes1, Rui Aleixo2, Michele Larcher3, Sílvia Amaral4, Rui M.L. Ferreira1

1Instituto Superior Técnico, Portugal; 2Institute of Hydro-Engineering of Polish Academy of Sciences; 3Faculty of Engineering, Free University of Bozen-Bolzano, Italy; 4LNEC, National Laboratory of Civil Engineering



Oral presentation

Modified discharge rating curve applicable under strong backwater effects due to nearby reservoirs

Rui Marinheiro1, José Pedro Matos1,2, Jorge Matos1,2, Vitor Faria e Sousa1,2, Inês Meireles3, Manuel Mahunguana4

1Instituto Superior Técnico, University of Lisbon (IST/UL), Portugal; 2Civil Engineering Research and Inovation for Sustainability (CERIS), Portugal; 3Research Center for Risks and Sustainability in Construction (RISCO), University of Aveiro, Portugal; 4Hidroeléctrica de Cahora Bassa, Mozambique



 
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