NCR is the leading cooperative alliance between all major Dutch institutes for river studies. We integrate knowledge, facilitate discussion and promote excellent science.

Publications

Featured Publication

Human interventions in a bifurcating river system: Numerical investigation and uncertainty assessment

Gensen, M. R. A., Warmink, J. J., Huthoff, F., & Hulscher, S. J. M. H. - 2021 - All-Risk
For intervention design in a bifurcating river, it is important to consider the entire river system and explicitly account for a range of discharge conditions to avoid unwanted water level increases throughout the river system.
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Predicting Outflow Hydrographs of Potential Dike Breaches in a Bifurcating River System Using NARX Neural Networks

Anouk Bomers - 16/06/2021

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Multidecadal Analysis of an Engineered River System Reveals Challenges for Model-Based Design of Human Interventions

Berends, K.D.; Gensen, M.R.A.; Warmink, J.J.; Hulscher, S.J.M.H. - 17/05/2021 - All-Risk
The relation between water levels and discharges in the Waal river has been estimated from observations, not finding an effect of Room for the River interventions on water levels.

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Multidecadal Analysis of an Engineered River System Reveals Challenges for Model-Based Design of Human Interventions

Berends, K.D.; Gensen, M.R.A.; Warmink, J.J.; Hulscher, S.J.M.H. - 17/05/2021 - All-Risk
De relatie tussen waterstanden en afvoeren is uit beschikbare observaties bepaald voor de Waal, waarbij er geen effect op waterstanden van de Ruimte voor de Rivier maatregel kan worden waargenomen.

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Extended Einstein's parameters to include vegetation in existing bedload predictors

José A.Bonilla-Porras Aronne Armanini, Alessandra Crosato - 12/05/2021

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Evaluating residual dike resistance using the Random Material Point Method

Remmerswaal, G., Vardon, P.J., & Hicks, M.A. - 01/05/2021 - All-Risk
The resistance against flooding after initial failure due to slope instability of an idealised dike reduces the probability of flooding by 25% with respect to the initial failure.

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Validation of Model-Based Optimization of Reservoir Sediment Releases by Dam Removal

Sudesh Dahal, Alessandra Crosato, Amgad Y. A. Omer and Aaron A. Lee - 23/04/2021

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How grazing management can maximise erosion resistance of salt marshes

Marin-Diaz, B., Govers, L. L., van der Wal, D., Olff, H., & Bouma, T. J. - 20/04/2021 - All-Risk
We aimed to determine how salt marsh management (i.e. grazing by large vs. small grazers vs. artificial mowing), marsh elevation and marsh age affect soil stability (i.e. soil collapse) and intrinsic lateral erodibility of salt marshes (i.e. particle-by-particle detachment).

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The influence of slipface angle on fluvial dune growth

S. Naqshband, D. Hurther, S. Giri, R.W. Bradley, R.A. Kostaschuk, J.G. Venditti, A.J.F. Hoitink - 31/03/2021

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Benthic species as mud patrol ‐ modelled effects of bioturbators and biofilms on large‐scale estuarine mud and morphology

Muriel Z.M. Brückner, Christian Schwarz, Giovanni Coco, Anne Baar, Márcio Boechat Albernaz, Maarten G. Kleinhans - 31/03/2021 - Estuaries shaped by biomorphodynamics, inherited landscape conditions and human interference
Earth Surface Processes and Landforms

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Numerical modelling of wave overtopping at dikes using OpenFOAM

Chen, W., Warmink, J. J., van Gent, M. R. A., & Hulscher, S. J. M. H. - 21/03/2021 - All-Risk
A 2D numerical model based on OpenFOAM® is set up in this study for predicting wave overtopping at dikes that have complex configurations with berms and roughness elements.

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