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Neural networks for fast fluvial flood predictions: Too good to be true?

Anouk Bomers, Suzanne J. M. H. Hulscher - 17/05/2023
River Research and Applications

Semicentennial Response of a Bifurcation Region in an Engineered River to Peak Flows and Human Interventions

14/04/2023 - Rivers2Morrow

Subsite Publication

Semicentennial Response of a Bifurcation Region in an Engineered River to Peak Flows and Human Interventions

14/04/2023 - Rivers2Morrow

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Centennial Channel Response to Climate Change in an Engineered River

12/04/2023 - Rivers2Morrow

Subsite Publication

Centennial Channel Response to Climate Change in an Engineered River

12/04/2023 - Rivers2Morrow

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Towards 2048: the next 25 years of river studies

Verberk, Wilco C.E.P., Collas, Frank P.L., Geerling, Getjan W., Peterstorf, Marie-Charlott (eds.) - 12/04/2023
NCR Days Book of Abstracts 2023

Can linear stability analyses predict the development of riverbed waves with lengths much larger than the water depth?

Barneveld, H.J., E. Mosselman, V. Chavarrías & A.J.F. Hoitink - 13/03/2023
Water Resources Research

Saved or starved? The importance of sediment management in determining the future response of estuaries and deltas.

09/03/2023 - Rivers2Morrow
The thesis of Jana Cox, discussing the importance of sediment management in determining the future response of estuaries and deltas.

Subsite Thesis

Mechanisms of Salt Overspill at Estuarine Network Junctions Explained With an Idealized Model

Bouke Biemond, Huib E. de Swart, Henk A. Dijkstra, Manuel - 09/03/2023 - SALTISolutions

Subsite estuarine deltas idealized modeling salt intrusion

Can Linear Stability Analyses Predict the Development of Riverbed Waves With Lengths Much Larger Than the Water Depth?

03/03/2023 - Rivers2Morrow
In this paper we evaluate the use of analytical relations, based on linear stability analyses of the St. Venant-Exner equations, as rapid assessment tool for migration and damping of large riverbed waves. Supported by numerical simulations with a 1-D numerical model (markers in chart below) we prove that for Froude numbers ≤ 0.3 the results from linear stability analysis are valid for predicting the propagation of low riverbed waves. For larger Froude numbers riverbed waves are more diffusive and migrate slower in time than predicted from linear stability analysis.

Subsite Publication